Showing posts with label Engineering. Show all posts
Showing posts with label Engineering. Show all posts

Tuesday, March 31, 2020

Coronavirus Time to Replan and Redesign Our Cities

Everyone is talking about when we  get back to normal. The answer is never. We should not be considering getting back to normal. Normal is what caused the spread of the coronavirus in the first place, we need to change our behaviour and part of that also requires changing the planning and design of our cities.

As I mentioned in the previous post, ancient cities were fortress and walled cities. One thing about a walled city is that it is easier to keep people prisoner in the city than keep the enemy out. From which can surmise, and expand to the concept that it is easier to lock a population in than to lock them out, and thus for border control will always have problem of infiltration. Still in tackling the spread of a contagion like coronavirus, locking a population in, would be beneficial on condition that the population has access to appropriate goods and services with in its own walls. Our towns and cities don't. I've written previously about how bridges wreck the economies of cities, how an optional need for a bridge is transformed into a dependency on the bridge, as business redistributes either side of the bridge. I've argued how we need to directly protect diversity, not protect competition. That economy of scale has benefits, but we also need to avoid concentration of pollutants and dependency on single supplier. We need to known when to boost production to saturate basic need then to scale back and provide more diversity. Henry Ford was right that customer can have any colour they want as long as its black: that is the requirement to supply the basic need in the first instance. Once the basic need satisfied, then can start to get particular.

Any case as mentioned the governments want to increase population density as a consequence of their perspective on urban sprawl. Part of their perspective is that urban sprawl is a consequence of the car, I believe that whilst this is partially so, it is mostly nonsense. Business and architects have been building massive facilities, with reach stretching for kilometres. An office building in the city has people travelling 25 km daily, some even 100 km daily. I read one National Geographic article where a person was spending 4 hours or more each day travelling to some distant location to work. Basically houses affordable one end of country and work available at the other. It equates to poor city and national planning.

Sure part of the problem is workers themselves wanting dormitory suburbs devoid of industry, or at least devoid of the noise and pollution created by industry. But if there is no business of any kind in the suburbs, then the next generation has to travel a significant distance to search for employment: and that generally requires they have a car. How are school leavers going to afford a car? The people of the world aren't the kids in American high school movies, owning cars. Typical families cannot afford to buy cars for their kids, and jobs for kids to work after school hours or on weekends are very few. It is part of the pressure that have to do well in school and get a degree to get a good job.

It would be preferable if we restricted the geographical reach of business facilities, and also the market share of business. As I mentioned in an earlier post, political parties should be restricted to no more than 20% of the seats, so that we can get back to due and proper representation of the people , instead of political parties hijacking our government and contending they have mandates. Afterwards I then extended this to business, restricting them to no more than 20% of the market, where market is defined on multiple levels. So whilst a supermarket may have less than 20% of the national market, when looked at locally it may hold 80% of the market, and so in a local market it may have to adjust.

In the metro areas supermarkets and/or small shopping centres tend to be at 1 km to 2 km centres, and so are in easy walking distance. Though few people walk to them, and that is largely because here in South Australia footpaths are rare. Where there are footpaths there is a chance that the footpath suddenly comes to an end. People thus tend to spend a lot of their time in their cars, wasting fuel and time driving in circles until they can get a carpark as close as possible to a building. To make our cities walkable we first have to make our suburbs walkable. Things are already potentially in walking distance: it's just not convenient to do so.

After my heart attack, I looked on google earth at places I lived when I was a kid, and the places I walked to, to get an idea of how far I could walk, and thus how far I still expect to be able to walk. When looking at places in England, it was apparent, that the construction of motorways, now made it next to impossible to walk the paths I once did. Civil engineers seem more interested in constructing mega-structures, bridges over bridges, than coming up with livable spaces. Here in South Australia, they seem bent on creating the same kind of mess. We may be able to halt that.

The towns and suburbs should be capable of being isolated. No point in referring to the city of Elizabeth or city of Tea Tree Gully (TTG), if all the suburbs making up these cities are otherwise identified as suburbs of Adelaide. Not the least of which is Elizabeth was supposed to be a satellite city: so by definition it should have remained isolated from Adelaide. Gawler is a rural town and it should also remain isolated from Adelaide. That is the grid of urban sprawl, of dormitory suburbs should not spread across the lad between the city centres. There should be clear boundaries between one local government (LG) area and the next.

The network of roads for cars should be more like the network of rails for trains, we should have more intermodal systems, with the ultimate part of the system being on foot and walking. I'm not suggesting get rid of vehicles being able to reach buildings for delivery. However not all buildings need access to large mechanised vehicles. Secondly the majority of items in a building have to be able to pass through a 900 mm wide door way or smaller. So tricycles and smaller mechanised vehicles can be used for transporting most things.

So we can gate of roads for large vehicles, and only allowing access to small personal transporters. The large vehicles have to stop at the gates and be granted access. So for example in Adelaide, we could place carparks around the periphery of the parklands, and only allow human powered vehicles and small electric vehicles into the city. These carparks will also be where the buses also stop unless the buses are electric vehicles. The buses can have electronic passes so they can automatically open access gates.

So in developing the means of limiting vehicle access we are also providing the means of locking the city or suburb up. The road network should provide clearly identifiable corridors between clearly identifiable towns: there should be no grid of roads spread out between the towns.

Increasing the population density of the capital cities is not the requirement. Clearly high population density increases the potential for the spread of a contagion like coronavirus, and it also increases the potential problems when confronted by other attacks by nature: bushfires, earthquakes, hurricanes (tropical cyclones {don't drop the word tropical the entire weather system is dependent on cyclones and anticyclones}).

A capital city is primarily expected to be a cultural, and administrative centre, not a place with a high resident population: but a place which is visited and likely infrequently. Population is preferably concentrated around those hubs which provide needed goods and services with in walking distance of homes.

Schools should be such that all housing within 1 km radius is restricted access and rent only, likewise housing around hospitals. The housing around large industrial facilities or commercial centres should also be rent only and access restricted to those working in the facilities. People are buying housing further and further a drift from their workplaces because they wish to, they are mostly doing so because they have no choice.

Rent only restrictions, moves people in and out of the areas. For example by restricting access to housing in the vicinity of schools, the entire street network around the schools can be made walkable and cars have limited to no access to the area. Children can then walk to school, and otherwise have an environment which includes the school grounds for play outside school hours. The youngest children are placed closest to the school, and the oldest furthest from the school. In this way we don't have to keep building new schools. We only build new schools if we build a new village, town or city. A suburban block, should be built around a hub, either industrial, commercial, cultural, educational, or health focused. These suburban blocks should then be built around an administrative and retail hub.

For example we can define a village as 1 km in diameter, a town as 5 km to 10 km in diameter, and a city as 100 km in diameter. A suburban block likely to be the size of a village (say 1 km x l km square), the central hub can be around 500 m square. In thus block can place around 5000 single storey dwellings.  Each dwelling suitable for one person is suitable for two people and a small child. Thus the population can be extended to 15,000. If add second storey to the houses, then houses suitable for 2 adults and 2 children, so population can expand to 20,000. The highest population densities around the world are around 100, 000 person/sq.km. So with multi-storey buildings the population of the areas can be increased still further. Though I suggest we should put more effort into controlling population growth, not pushing the ideas of economic growth requiring larger populations.

Cities are machines. To function and provide certain goods and services a certain population is needed (the cogs which make the machine function). This does not mean that world population needs to grow, rather it requires the current world population to be in the right place. I've previously mentioned that if the land mass was to be divided into cells 5 km in diameter, then the world population could distribute 1000 people per cell. Those 1000 people need less than a 1 km square for housing. For simplicity assuming a 5 km square grid, it would put a 4 km ring between each village. That ring could be a nature reserve or agricultural land. Now I'm not suggesting we distribute the world population in such manner. Not the least of which is we can house a lot more people in each 5 km cell than 1000 people.

What I am suggesting though is that a lot of facilities can be placed in a 500 m x 500 m hub, that activity can be made more local, and that localities can be isolated, yet connected. That the connections can be blocked, can be severed.

As I mentioned in the previous post, the corinavirus should not have spread further than 1 km radius of the discrete entry points to each nation. When the epidemic was reported in China, then each nation should have responded to prevent a pandemic. When pandemic was declared then each nation needs respond to prevent a epidemic in their nation. Just because their is a pandemic does not mean there is a epidemic in your nation. For certain the horse had already bolted when the gate was closed. However as I said, we still have passenger lists to track returned locals, and the suburbs they returned to. Plus we have rough idea of tourist destinations. So using a geographical information system (GIS) we could track the local government (LG) areas which these returning individuals likely visited. We can lock down these LG areas.

But assuming its got out off hand and its spread into the cities. We know its spread into the cities because the hospitals are dealing with cases. The hospitals have a radial reach. Their patients are arriving from known suburbs. Those suburbs have shopping centres and other public places. Each of these public places has a roughly known radial reach. So once again using a GIS we can map out the region most likely affected. Without any other information, we can assume various radial reaches for each facility. So we can mark a 1 km zone, a 5 km zone, and a 25 km zone. Each zone we give a hazard level, the closest to the point of origin has the highest hazard level, the most distant the lowest hazard level. As we identify people in the 1 km zone, we change from a point of origin to a path, and define the radial zones about this path. The path notionally defines a direction of travel, and the localities where resources need to be committed.

At the moment we have a response which says its an epidemic: but its not all over the country, there is a good chance it will be if we handle it as if it already is spread far and wide. We did not need to shut down the national economy, to shutdown all public gatherings and all public businesses. They needed shutting down where the contagion was and is. We don't know where that is! Really! For certain there are people out there who maybe spreading the contagion without knowing it, but there also millions of people out there not spreading anything. But clearly its being spread where people are known to be infected. Is that your neighbourhood, chances are the answer is no. Does this mean you can ignore safeguards? No it doesn't! When restrictions are lifted does this mean you can go back to normal? No it doesn't! Normal got you into this situation in the first place, normal needs to change.

Places are too crowded, and they are crowded because business is permitted to construct facilities to cater for large uncontrolled crowds of people from distant locations. For example there is no real need for people to shop in Adelaide, and there shouldn't be permitted to encourage people to chop in Adelaide. Forget about the never ending arguing about shopping hours every year, the reach of Rundle mall business should be restrained. People don't need to travel into the city, they should shop locally. If they shop locally it will reduce traffic congestion into the city, it will strengthen local community, and also reduce the potential spread of any future contagion beyond the city hub. Local shopping precincts need to be restored and enhanced, and should be within walking distance. Planning regulations should permit doing so.

Planning regulations also need to be modified to better encourage home business. Currently most of South Australia's development plans restrict home business to an area of 30 sq.m. Which is an area of 5 m x 6m, which is approximately 2 x 6m shipping containers side by side. Which seems like plenty of space, but I suggest it may be preferable to define limitations based on area of land: which takes into consideration required parking areas for residents, employees and customers. Whilst parking areas shouldn't be based on area used by business but on predicted traffic levels. For most home business probably looking at no more than 1 customer vehicle per hour: maximum. For many probably in the range of 1 vehicle per month: with most activity occurring by post, fax, phone, email, or web site.

There have already been complaints that local bricks and mortar business are loosing business to online business. The lock down for the cornavirus will result in increased use of online sales, which will likely increase demand for couriers. Noting that local business can use couriers to supply faster than Australia post. When the lock down is over, will there really be need to fill the offices and retail stores? If people can work from home, why not have them work from home all the time, and only meet up in person occasionally? That way only need to rent large office space for a meeting possibly once a month.

Taking note that don't have to pay people by the hour, because really business is not buying time. Traditionally people got paid wages, if work was intermittent such as daily or weekly. People got paid salaries because, what they needed to do, and when it needed to be done was uncertain, so they got paid by the year. How many hours the workers work is largely irrelevant, what the workers accomplish is more relevant. If a worker completes their workload in half the time working from home, you don't pay them half the pay. Completing the work faster should be worth more, so the workers should get paid more for the work completed. Or otherwise spend less time working and get the same pay. Also if people working from home are more productive, then they can be fed more work. Though they are unlikely to want to maintain the same pace and effort throughout the year: so may experience a short term spike in productivity followed by a return to more sustainable production levels.

Any case an increased use of the internet and online sales and online business, will see a reduced need for commercial/industrial building space, and an increase in residential renovations to create home business and work space. This will reduce traffic congestion, at the traditional peak times of the day. However there should be an upsurge in the need for couriers and small delivery vans taking goods to houses, and between houses. This should use far less fuel than all the commuters travelling back and forth to distant work places. Even though people may place orders at different times and different days, the suppliers can still optimise their delivery times and days and travel routes, so that delivering to the same street as few times ass possible. (We used to have bread and milk delivered to the door stop. so its not that difficult).

Most of our modern world is highly wasteful and inefficient. Cars and mobile phones mostly promote poor planning, incompetence and inefficiency. The supply of simple goods and services does not require human interaction, if you have to use a telephone to get information and complete a transaction then the suppliers supply systems are inefficient. If have to meet face to face, or in person, then highly inefficient. Human interaction maybe sociable, but its not efficient. How important is sociable to the supply, versus efficiency of supply? If efficiency of supplier is more important and should have higher priority, then should aim to eliminate people from the transaction process.


... to be continued ...


Related Posts

Revisions:
[31/03/2020] : Original

Saturday, March 09, 2019

So where does my Irritation with Engineers Stem From?

My irritation with, "what is and is not engineering", stems from the viewpoints held by organisations like Engineers Australia, and the World Federation of Engineering Organisations (WFEO), and legislation such as they have in the USA, and legislation in Australia currently limited to the states of Queensland and Victoria.

Engineers Australia (EA) is the full trading company, of the institution of engineers Australia (IEAust). I never really considered the IEAust to be much of a learned society, it is not guardian of a body of knowledge and it doesn't actively share and disseminate  knowledge, to raise understanding or spread awareness. Most especially it does not provide any forum in which deficiencies in practice can be highlighted and fixed. Published information is important as a common point of reference.

Anycase in the late eighties and early nineties I mistakenly believed it was moving in the right direction and Australia's technical workforce would be strengthened. First it absorbed the institution of engineering associates. I believed this was a good thing and that knowledge would be better shared and it would reduce repetition of public information programmes.

However I later read an article which indicated that the reason the institute of engineering associate's was absorbed, was to deliberately dismantle an occupation. It has to do with Australia's industrial relations system, the ACTU and TLC's, and industrial awards. One of the primary awards prior to the modern award system, was the metal industry award. This started with unskilled labour, moved up through trades people, technicians, engineering associates, scientists and engineers. The award defines wages and working conditions. So irrespective of the business and its needs, an engineer gets paid more than a tradesperson, and more than an engineering associate.

An engineer has a 4 year bachelor degree (B.Eng), whilst an engineering associate had a 2 year Associate Diploma. Associate Diploma's were typically associated with educational institutions which did not have the required charter to issue bachelor degrees and therefore issued 3 year Diploma's. The associate diploma's were thus shorter than the diploma's. When the Australian Qualification Framework (AQF) was brought in, the meaning of diploma was messed up: as a diploma is now around 1 year duration and an advanced diploma 2 to 2.5 years duration.

An engineering associate could do a lot of technical work based on first principles, no need for fancy software: more importantly such software didn't exist in any case. However duration doesn't define capability, content does. There were many associate diploma's some in engineering and some in drafting. The ones in engineering define an engineering associate those in drafting should not. However, to some extent it benefited EA to deliberately confuse the two qualifications, as its only concern was the 4 year B.Eng. Thus members of EA complained that engineering associates shouldn't be amongst their ranks, that drafters shouldn't be amongst their ranks: that it was an institution of engineers and no other occupation. Its membership also confusing the function of the IEAust with that of the labour union APESMA (or whatever name it had at the time and has now).

The result was that the academic programmes of engineering associates were watered down, and design-drafters added to the ranks of engineering associates, compounding the MIEAust/FIEAust view that drafters shouldn't be amongst the EA membership. Then EA signed the WFEO Dublin accord equating the engineering associates to technicians. As indicated above the industrial awards placed engineering associates above technicians: so the Dublin accord is disrespectful and insulting.

Now the MIEAust/FIEAust seem to spend a considerable amount of time complaining that train drivers and plumbers are not engineers. But thus far they have only been able to define that an engineer has a 4 year B.Eng and basically anything they do is considered engineering. Such is both a poor and unacceptable definition.

Also unions have tended to hold the view that potential is more important than actual contribution. So if job can be done by an engineering associate but occuptant has the B.Eng, then should be called engineer and paid at level of an engineer: even if the occupant is a dullard who is never going to contribute anything of higher value. Education is based more on ticket to high paid employment not actual interest. Therefore if can push the engineering associates out, it then becomes possible to raise the pay for the job, by redefining as the work of an engineer.

The governments clever country programme mostly based on increasing number of people with bachelor degrees, not increasing number of clever people. So give rise to professional cults built around bachelor degrees.

However, the AQF is about increasing occupational mobility, both sideways and upwards. Moving from one level to the next should represent an increase in depth of knowledge, increase in independent thought, and increase in personal responsibility. Whilst different awards increase breadth of knowledge. Clearly there are many different jobs which are dependent on knowledge in science and mathematics, so where is the common base qualification in such subjects?

Now I have never considered modern engineers to be anything more than technicians, low level industrial mathematicians. It is relatively clear from the built environment and the technology which surrounds us, that the knowledge and skills of engineers is inadequate. Engineers Australia and other organisations argue about such inadequacy of the education, but are unwilling to add extra content and increase the duration, or expand content and maintain duration of the programme by reducing coverage of each topic.

In Australia the typical bachelor degree is 3 years duration, and an honours degree typically adds an extra year. In the past an honours degree was minimum requirement to start a masters degree. The B.Eng is 4 years duration and therefore it has been equated to an honours degree (AQF-8), but it isn't anywhere near the equivalent to an honours degree. Occupational degrees are inflated with industrial experience, and project work: content which is not academic and has no real place in a degree.

Sure for years there were complaints and there still are complaints that education is inadequately linked to needs of industry, however industrial experience doesn't fix this issue.

The issue is STEM. Forget about STEAM and arguing about adding the "A", we need to drop the "E". Science and Mathematics are the tools used to plan, design, analyse, evaluate and manage technology. It is the technology which people need to be conversant with. A B.Eng doesn't provide adequate knowledge about the technology.

We create legislation to protect the public. The intention of the legislation is to ensure new implementations of established technologies achieve expected levels of performance. People who are not adequately conversant with the technology cannot possibly achieve such objective. Thus legislation based on the B.Eng grants the wrong people a monopoly.

But this does not matter to Engineers Australia and the over all politics of the situation.

Following the clever country programme, go produce more people with bachelor degrees, fast track these people to some higher status indicating they have appropriate work experience doing something which is being called engineering. This higher status is indicated by MIEAust CP.Eng NER. Having gained high numbers of these people, can argue that creating legislation won't create a shortage. However, a shortage is exactly what they want. They believe their wages are not high enough, that their importance is undervalued by society. They want to charge higher fees, and a monopoly will grant them the potential to hold the population to ransom.

An engineering associate who represents a substitute product is a threat, whilst an engineering associate who represents a complementary product to the engineer is not altogether required.

So taking that a B.Eng is an inadequate qualification, that B.Eng MIEAust is slightly better, and that B.Eng CP.Eng is still better, but all are incompetent to some extent, does it matter? The answer is no, it works in EA's favour. Clearly if a B.Eng CP.Eng cannot get it right, then need to further expand their education, and training, and make the selection criteria more rigorous. So had the numbers to get the legislation passed. Once the legislation is in place, and clearly the people on the register are not competent enough, then start to increase the rigour of the assessment, people are dropped from the register, and fewer people get on the register in the first place. A shortage arises, and fees start to increase: objective achieved.

But we already have experienced the situation of failure of several proclaimed potential mining and construction booms due to a proclaimed shortage of engineers. This has then resulted in exploitation of foreign workers and visa requirements. It takes time to become conversant with our industrial relations system, and realise that membership of EA is voluntary. Basically the visas expire, the workers are expelled, and another batch are brought in: when they should be granted permanent residency and continue with the job. Given that construction comprises of short term intermittent contracts it is difficult to monitor.

But a lot of this work doesn't require the 4 year B.Eng, and it didn't in the past. This is workplace politics not efficient design of jobs and workplaces.

The Associate Technologist

This is where my concept of the associate technologist comes into play. Accepting that engineering is that work done by persons with 4 year B.Eng, then modern industrial society has little need for engineering and little need for these engineer things {a manufactured product thrown of an educational assembly line}.

Nor does society have much need for the 3 year B.Tech. Most of the work can be done by persons with a 2 year Associate Degree (not the advanced diploma).

It is not the 4 years which is important, it is the subject matter which is important, and the perspective taken on the subject matter. A learned society needs people with a common educational base, so that communications, and publications can be written assuming such foundational knowledge and understanding.

So most 4 year B.Eng programmes now have a common first year. To reinforce the AQF, the occupational groups of: Associate technologists, technologists and engineer should all have the same common first year. The common first year will be an AQF-5 (diploma) in technical science and mathematics. Whilst WFEO technicians will have a 2 year Advanced Diploma (AQF-6), and pursue a different perspective: their first year will not be common with the other occupational groups.

As I have mentioned before the 4 year B.Eng contains breadth, it does not contain any dependent subject strands 4 years in length: it is basically an optimised bundle of AQF-6 qualifications. The breadth tends to comprise at most 5 areas of practice. So that is 3 years to cover five subjects, or 3/5ths of a year for each subject. Even if the breadth is reduced, it rarely is a single subject, so consider at least 2 subjects, so 3/2 or 1.5 years per subject. So a full programme in a given area of practice is 1 and 3/5ths of a year to 2.5 years. In either case more subject matter in the given area of practice can be included, to more thoroughly cover that which would otherwise be learnt on the job. (I am not impressed by M.Eng qualifications in structural engineering, which merely cover national codes of practice. Such are rubbish and unworthy of masters description. Such nonsense should be stopped)

Given programmes ranging from 2 to 3 years for specific areas of practice, would expect that the graduate associate technologists and technologists have greater knowledge than graduate engineers, and are far better suited for the task at hand than the graduate engineers.

I would then expect that, the dud invention, which is the 4 year B.Eng will expire and cease to be. Whilst the 3 year degree becomes the entry requirement for a 2 years masters degree through study: bringing total duration to 5 years. However, I don't believe there is adequate subject matter for depth to extend to 5 years through study. Whilst research degrees tend to be little different than, getting on with the everyday job of design and analysis. Put another way, why pay to get a masters degree when doing little different than would be paid for in the workplace. So the validity of masters degrees needs to be investigated.

Further to this is the government should provide greatest support for AQF levels 6 and down, whilst reducing support for levels 7 and above. I suggest that first priorty should be to create an army of people qualified at AQF-6, and then take the top 20% and encourage them to pursue AQF-7 and higher.

To which end I also suggest that it should not be possible to go from school to university, or at least not start on a qualification above AQF-5. Any programme longer than 1 year duration should be broken down into shorter qualifications. So further contributing to the demise of the 4 year B.Eng (AQF-8): the first year becomes a Diploma (AQF-5), the second year an Associate Degree (AQF-6), the third year a B.Tech or B.Sc (AQF-7), and the 4th year a graduate diploma (AQF-8), and the fifth year a masters (M.Tech, M.Eng, MEngSc).

And no one does engineering, and if we need to legislate we legislate planning, design, analysis, evaluation and management and do so with clearly defined areas of practice. We do not and should not allow the emergence of professional cults, and should not allow such cults to pursue objectives directed at holding us to ransom. We have enough problems with health care, we don't want to create other areas where more efficient systems cannot be implemented because a professional cults interests take priority over actual needs of society.

-o0o-

If the advanced diploma's will take a different path than the associate degree, there will be no common first year, though there will be common subjects. Basically subject matter which is irrelevant to the area of practice is eliminated from the advanced diploma program. Therefore less mathematics and less general science in the first year. The programmes will contain more qualitative coverage of subject matter and more practice work. Whilst two years in duration there will also be less depth covered. In short they will have the knowledge necessary to cover the majority of projects (eg. 80%).

They will be granted status to complete the AQF-5 in technical science and mathematics, and also the associate degree (AQF-6). Such study programme should require no more than 1 year to complete.

The advanced diploma will meet the requirements for WFEO (Dublin Accord) Technician. The Associate Degree will meet the requirements for Associate Technologist, more closely related to Australia's traditional engineering associates but better.

The Associate Technologists would achieve the educational requirements of the WFEO (Washington Accord), by completing associate degrees in 5 areas of practice, which given the common first year AQF-5 in technical science and mathematics, means 1 additional year of study for each area of practice: bringing the total study time to 6 years and surpassing the WFEO 4 year requirement: as will now contain far more content in each area of practice.

There will be few masters to specialise, as such specialisation will be covered by completing AQF-7 award (B.Sc, B.Tech) in the single area of practice, such as structures.

Occupational inflation of qualifications shall be halted. All academic programmes will be reviewed for division of breadth, and compression of depth into the minimum number of years. Breadth is permitted only to the extent, where two or more subjects branch into a higher level subject. For example mathematics and physics branch into engineering mechanics, which then flows onto mechanics of materials. But most of physics is irrelevant to engineering mechanics, therefore the dependent physics can be kept to a minimum. Furthermore both engineering mechanics and mechanics of materials could be covered in 1 year, instead of being spread over 2 years: but to do so would require eliminating breadth of subject matter from the year.

The point is we need people with B.Sc Applied Mechanics as much as we need people with B.Sc in Mechanical Engineering. The former has depth of knowledge whilst the latter has breadth. Mechanics should be taught by someone with the degree in applied mechanics not mechanical engineering. In terms of current qualifications therefore expect someone with B.Eng to get a B.Sc in a specialist subject area before permitted to teach that subject at bachelor degree level: they will also require qualifications in teaching. Though they can use B.Eng (AQF-8) to teach at AQF level 6.

When everyone matriculates then its value diminishes, but still everyone who is able should matriculate. A nation's priority should be to educate the people it needs to sustain its society and it should not kowtow to the wants and whims of professional cults. If a job cannot be performed by someone educated at AQF-6 then that job needs looking into in detail. Chances are it may require more than one AQF-6 qualification, but more likely it requires one AQF-6 qualification and additional AQF-5 qualifications.

Current Education

If think this does not apply to your profession, think again: it shall be applied across the board no exceptions. So includes medical doctors and lawyers amongst others. Traditional degree for doctor in some countries is: Bachelor of Medicine, Bachelor of Surgery. Or there is the University of Sydney double degree: Bachelor of Science and Doctor of Medicine.

Also note how concurrent double degrees currently can be studied in less time than the time normally required for both degrees. For example double degrees in law at Adelaide University: example given is Bachelor of Arts (three years) and Bachelor of Laws (four years) can be completed in five years if studied concurrently. whilst the duration of the law degree itself varies as follows: if you are a graduate, the duration of the program is three years full-time (or equivalent) as opposed to four years for non-graduates. Similarly get double degree: Bachelor of Engineering (Honours)(Mechanical) with Bachelor of Science, and complete in 5 years compared to (4+3)= 7 years. Or Bachelor of Engineering (Honours)(Mining) with Bachelor of Science, once again in 5 years. Such programs have the potential to increase both breadth and depth.

If can do this at the bachelor degree level (AQF-7), then can equally well do this at the level of AQF-6. For certain in terms of status people want the bachelor degrees. However in terms of creating a flexible and mobile workforce AQF-6 and lower are more useful.

For example mechatronics can be defined in terms of AQF-6 qualifications in mechanical and electronic technologies. Since such technologies likely employed in a manufacturing environment then additional qualifications in planning and management would be useful. Given work also typically done under contract, qualifications in contract and commercial law also useful.

If consider a 40 to 50 year career and need for continuing professional development, and consider that part time course typically takes double time of full time. Then a 2 year programme will take 4 years part time. A person can study part time and work full time, so that is 10 to 12.5 study programmes over a career. Basically enrol in an educational institution and remain for life.

So basically everyone has potential to complete AQF-5 or AQF-6 in:
  1. Science & Mathematics
  2. Design & Technology
  3. Graphic Arts & Fine Arts
  4. Arts & Humanities
  5. Business & Management
  6. Political Science & Law
  7. Health & Medicine
  8. Teaching & Education
They can also complete many qualifications in trade and crafts at AQF-4 and below.

Consider everyone attending an educational institution and becoming a part of a great repository of all human knowledge. Contrast with our ancient past and everyone attending their local village church. The capacity of the population to judge will be considerably enhanced. Public spending will require more rigorous assessment, as will infrastructure and mining projects.

Now whilst the focus is AQF-6 it doesn't mean that AQF-7 will disappear, rather it will mean that AQF-7 qualifications will have the depth they are meant to have, and people will have increased potential to pursue the most appropriate AQF-7 qualification. The multiple AQF-6 qualifications will give them breadth, and provide foundation for deciding higher level of study. Furthermore we can mandate that requirement for AQF-7 is at least two independent AQF-6 awards (eg. arts and science).

So no token generalist subjects thrown into the degrees, rather demand greater breadth in the first place. Not sure if still holds, but at one point the universities threw mandatory second language into the generalist subjects in engineering degrees. Not altogether necessary as typical student would have previously spent 2 years at school studying a second language, and really needed to build on that to attain a level of conversational fluency. However such is of secondary importance to the primary area of study. Therefore it is better to leave out and place in additional award.

So the engineering institutions/organisations are considering increasing qualification requirement to masters degree (M.Eng), but cannot get agreement from membership. Engineers are criticised for not having appropriate breadth of knowledge regarding technology, history, culture and society. Engineers also criticised for not designing systems which have adequate fitness-for-function.

Continuing education and AQF-6 qualifications assist to resolve these issues. The AQF-6 qualification makes them more competent in the specifics of an area of practice and associated technologies. The AQF-6 qualifications also give them greater breadth of knowledge to better understand the impact of technology.

We can then identify MIEAust as a qualification, rather than post nominal detritus. It becomes a qualification because neither B.Eng nor M.Eng will be good enough to get such qualification: such qualifications lack both required depth and breadth. Depth is lacking with respect to a given technological system, and breadth is lacking regarding that which is beyond technology.

Thus with new era will require something along the lines of:

  1. AQF-7 Science & Mathematics
  2. AQF-6 Design & Technology
  3. AQF-5 Arts & Humanities (geography, history)
  4. AQF-5 Business & Management (supervision, planning)
  5. AQF-5 Political Science & Law
  6. AQF-5 Teaching & Education (training, mentoring)

So that's a total of (3+2+1+1+1+1)=9 years full time. Assuming first 5 years are before start work, that leaves 4 years full time, or 8 years part time. So no one will become qualified until have at least 8 years of experience. Or assuming they start work after get AQF-6, then have 7 years of full time study to complete, taking 14 years part-time. Therefore set minimum experience at 14 years, they start out as GradAIEAust (irrespective of education), then become AMIEAust, and progress through TMIEAust, then ultimately MIEAust. (NB: The problem we currently have is jumping to MIEAust CP.Eng far too quickly)

The objective should be to get people into the workplace as quickly as possible doing  the work which needs doing: but not giving them undue status and prestige beyond their capabilities and contribution.

Female Participation

As for increasing female participation. Well a 1 year AQF-5 in technical science and mathematics provides potential and opportunity to pursue multitude of related occupations. also more people are required to draw, plan, and make than are required to crunch numbers (and a brainless unimaginative block of silicon can crunch numbers, so not a particularly desirable skill.). Easier to displace drafters and line supervisors than the trades. A design office should have more drafters in it than engineers. Drafters can be employed on contract on an as needs basis. Getting some 50% of drafters to be female, could probably be done in 2 years: train them this year, employ them next year. However, these drafters are not there to stay as drafters, they are studying part time to become "engineers". They have their foot in the door and are gaining experience, and each day they put a little bit more of their continuing education to use.

Also to be noted, is that as drafters retire or drop out of the workforce for other reasons, they basically get replaced by anyone near suitably qualified. For example studied mechanical get employed in structural or doing civil drawings. Studied civil get to do mechanical. As a drafter your task is to communicate information, not to design or solve problems, therefore working under the supervision of the engineer/designer. If you demonstrate the skills to jump ahead and act as design-drafter, then management will want to keep you around. If need constant supervision and drafting presentation needs constant correcting then your presence not important. In short drafters get replaced by design-drafters, and in turn by engineering associates. For small projects however it is inefficient to employ drafter and engineer, and both can be replaced by one engineering associate. Employee engineers are typically too expensive to have them producing own drawings, engineering associates are not.

Point is that can build an army where there is scope to build an army. For example this article: Female GPs outnumber male GPs for the first time in Australia, the specialities are just that, specialisations requiring very few people, but GP's are near enough everywhere. If there isn't one around then probably scope to introduce one: especially in remote rural and mining towns.

Little point complaining there are not enough female scientists or engineers, when also few female drafters and lab technicians. The bachelor degree in nursing for example along with potential for higher degrees, has probably increased the potential for female nurses to pursue further study and become doctors. Simply because they have their foot in the door of the universities, and more than likely attending some subjects which overlap with the studies of the doctors. How many females starting nursing switch to medicine?

Proper breakdown of study programmes, progressing from AQF-1 to AQF-7 is likely to attract more people to study to higher levels. When I was at school few people wanted to waste more time in education, they wanted to get to work earning money (or mostly claiming unemployment benefit). And that was approaching end of grade 10. The thoughts of another 2 years of schooling followed by 3 to 4 years of university wasn't desirable. But if one year of study, gets you into the workforce, contributing and earning money, whilst pursuing continuing education, well that becomes more tolerable. The bachelor of nursing degree for example should be equally broken down into smaller programmes, so that it is mandatory that start as enrolled nurse and progress to registered nurse, and likewise start as nursing assistant and progress to enrolled nurse.

Or there maybe other problems: Gender Equity in Medical Specialties, considering the army of female nurses: Nursing and midwifery workforce 2015 and registered nurses out number enrolled nurses (which seems like a major problem: top heavy organisation, not enough workers). And this is further description of potential problems: Red Cross to use nursing assistants on blood donors. Actually the army of female nurses probably just represents large number of females with bachelor degree who now have potential to pursue further study or research not necessarily related to medicine but more focused on social studies and health care. They don't become doctors because the proclaimed shortage of doctors is political, and the political barriers need to be overcome to improve health care rather than support the profession of doctor. Hence further education more in social studies.

And education is no exception Private school principals say culture must change. Here the issue is: do we need private schools, and the culture which supports them? That is what is the fault considered with the state schools? If a child is not interested in learning, then a private school isn't going to make much difference. If the child is interested in learning then a private school contributes zero of value: the child does the learning not the teacher. In the main the child needs access to study materials not teachers. As I mentioned in earlier posts, we should scrap grade 11 and grade 12, and start directly on AQF awards. Which thus means moving to TAFE or moving TAFE programmes into schools. The status of private schools should then diminish: and government funding be reduced not increased.{Parents typically seek to get their kids into private school for at least grade 11 or 12, if they cannot get them in from the beginning or otherwise cannot afford full schooling in private school. Personally I think its a waste of money.}

However that approach requires modifying the AQF, as I proposed in earlier post where I increased the number of levels to 15, one more than the original 14 levels, 5 more than the current 10. Where I also introduced Certificate I to V, Diploma I to V and Masters I to V.


Related Posts

Revisions:
[09/03/2019] : Original
[10/03/2019] : Minor Edits, and added more after the end.
[25/03/2019] : Minor Edits

Sunday, July 10, 2016

Solutioneering

For those who missed the memo [New Scientist magazine] during the 1980's, solutioneering is not a good thing it is a bad thing.

Solutioneering is not problem solving, it is not design. Solutioneering is having a solution and applying it to every problem which encounter, or applying it where there is no problem at all.

I suppose it is tempting, if the only tool you have is a hammer, to treat everything as if it were a nail. [Abraham H. Maslow (1962), Toward a Psychology of Being]

Most engineers are not problem solvers, despite what they as a community may promote. They are solutioneers, they don't solve the real problem they apply the technological solutions they have in their toolbox.

For example if have a river to cross. The civil engineer is most likely to put a tunnel under the river. The structural engineer a bridge over the river. The mechanical engineer a cable car. The naval architect set up a ferry boat. The aeronautical engineer provide a ferry service using an helicopter. Whilst an aeromarine engineer a ferry service using hovercraft.

Whilst all of these technologies get from one side of the river to the other, they do not tackle the actual problem which gives rise to the need or most likely desire to get from one side of the river to the other. To solve the real problem all of these technologies along with new technologies need to be assessed for suitability. When assessing the suitability both the advantages and disadvantages along with negative side effects need to be considered.

Situations identified as solutioneering include mandatory seat belts, mandatory bicycle helmets, mandatory smoke alarms, mandatory residual current devices (RSD's). The technologies themselves are not solutioneering, its the way the technology is applied and/or imposed that is solutioneering. These technologies were made mandatory in Australia largely because the need is relatively low: the vast majority of the population, the vast majority of the time, will never experience a situation which would make these technologies useful. Those few people who want such technology would not have been able to afford to buy such technology, therefore to increase the market and lower the price,  the technology was imposed on everyone. In these situations fear was and is used to convince  people that they need the technology and further that they would be irresponsible if they don't use.

Bicycle helmets for example do not protect cyclists from breaking their collar bones: shoulders will typically hit the ground before a persons head. Bicycle helmets don't protect cyclists from being crushed by a car. Kids experience head injuries when they fall off bikes or in general play. Bicycle helmets were made mandatory on basis adults should set example for kids and to increase the market. The market increase is largely nonsense as helmets have to be the correct size and growing kids will need to change their helmets. Helmets however are not necessarily safe, check the product safety site, the helmets are now being worn for general protection from head injuries but the helmets are the hazard, now resulting in deaths. Having a kid wear a helmet, is not going to protect the kid from falling off the edge of the elevated decking; a decking which is less than 1 m high and therefore doesn't need a guardrail. Another example is a swimming pool fence merely compliant with the swimming pool fence code will place an obstruction to free movement of people which will be a hazard since it does not comply with the loading requirements fro barriers. The swimming pool fence code only provides strength requirements to keep kids from tampering with the fence so as to get pass the fence. It doesn't provide adequate loading for adults at a backyard party from leaning against the fence and pushing it over: and certainly not suitable for fences at a marine park with an audience.

A more current situation is the internet of things. Whilst connecting something to the internet is possible, it doesn't mean it should be done. Doing something because you can doesn't mean you should. To start with main frame computers posed a whole host of problems, many of which were resolved by microcomputers and personal computers: putting everything into the cloud brings many of those problems back.

Now most of the time people don't want to waste time finding solutions to problems, their general preference is to go into a supermarket and find a suitable solution sitting there on the shelf. The solution sat on the shelf may not solve all their problems, or fully resolve a problem, but it will provide just enough capability to be useful for the time being. As I have mentioned in other posts, once a product is released to the market it will be used for purposes beyond the intents of the designer. A product is merely raw material and it is the responsibility of the end-user to determine its suitability for their purposes: it should not be the responsibility of the designer to consider every possible use and misuse.

Supplying solutions is not the issue. Every manufacturer and retailer supplies off-the-shelf solutions. The problem of solutioneering is applying the available solutions in an improper manner to inappropriate problems.

So promoting your business on the basis of providing solutions not product, informs me that you don't know your knee from your elbow. That you do not know how to solve problems as you have merely implemented some new age marketing hype.


Related Posts

Revisions:
[10/7/2016] : Original

Monday, June 16, 2014

More on Engineering, and Engineers in History

As indicated else where across my blog, I hold an idealistic view of engineering. That idealistic view states that engineering only takes place at the frontiers of science and technology. I believe that this view is held out by history, and this started to be seriously distorted by the middle of the 1900's when the focus became on engineer as a licensed profession. Still I consider the WFEO Washington Accord, defining the engineer in terms of education, to support my view that engineering is at the frontier rather than concerned with established technologies. Most people with a B.Eng don't put the intent of  their education to use, and instead become guardians of safety assessing suitability of proposed adaptations and implementations of the established generic technologies: technicians with an abstract and esoteric box of tools and techniques.

I believe that people have grabbed the wrong end of the stick when they consider Telford, Navier and Stephenson to be engineer's simply because they designed  and built bridges. People were designing and building bridges long before they arrived on the scene, and people without the title engineer were designing and building bridges during their time.

The important factor is that they were operating at the limits of human knowledge and past experience, they were stepping into the unknown and the potential success of their endeavours was uncertain to them: however they weren't making wild guesses, they were progressing in a disciplined and learned manner. The past experience coming from the works of Vitruvius and the means of moving forward coming from Desaguliers Experimental Philosophy.

Telford was making use of materials and structural forms not previously used, He tested the materials and otherwise built smaller prototype versions of his bridges. These prototypes provided practice in the construction process, tested the concept and provided something with which to communicate the objective to workers on the larger projects.

Navier made use of untested mathematical theory which turned out to be a big mistake. But once he had validated the theory and calibrated it against reality it became a useful and productive theory for the design of all manner of beams.

Robert Stephenson along with William Fairbairn built prototype segments of a tubular bridge in a workshop and tested, and otherwise through trial and error resolved problems concerned with buckling of plates. With the services of Eaton Hodgkinson providing a mathematical assessment of the proposed bridge based on the then developing structural theories. Still a prototype bridge was built first before tackling the main project.

Today the technical science for establishing the suitability of a proposed bridge is well established. Whilst fitness-for-function is a matter of subjective judgement, technical science is available to assess whether the desired performance can be achieved from a given proposal. The uncertainty and risk of failure are low: but only so long as persons highly conversant in the technical science and the technical characteristics of the proposed variant of a generic technology are responsible for assessing and approving the proposed design.

When at the frontier, there is no expert to turn to, no literature with the answer, the answer has to be extracted from nature itself, and that requires trial and error experimentation. But experiments themselves can be dangerous. So a disciplined, rational and controlled approach needs to be taken to the experimentation. The trials and errors are not a result of wild guesses, but thoughtful consideration.

The ingenious contriver of civilisation asks questions and goes in search of answers. They do not sit on the authority of their formal education and approved license, for such is trite and inadequate for their role as pioneer pushing forward the frontier.

Society however is not asking for any frontiers of science and technology to be pushed forward. In the main they simply seek the proper implementation of the established technologies. With respect to these established technologies people have certain expectations, some reasonable others unreasonable and impractical. In terms of the reasonable, people do not expect: the wheels to fall off cars, they don't expect to fall through the floor of their house, they don't expect bridges to collapse when they drive over them, they don't expect ships to sink, or planes to fall out off the sky. These are established technologies and we can take reasonable steps to ensure they perform as expected.

Engineering science and Engineering made these technologies feasible in the first instance, they defined the generic class of technologies from which variants can be developed. The engineering is for all intents and purposes is over. Sure there are still frontiers associated with these technologies, but its a long journey through extensive literature before bump into the current frontier. Civil, industrial, mechanical, electrical, chemical these are all technologies not disciplines of engineering. Engineering is at a frontier, it is not yet classified, and when it is, then the engineering's over: that's the point of science and engineering. Mechatronics is not a new engineering discipline, it is a new area of technology.

Industry needs people who are conversant with the established technologies and who are able to adopt, adapt and apply these technologies to achieve specific objectives. This is not engineering it is technical design. Engineers the likes of Smeaton and Coulomb operated at the frontiers where they had no access to appropriate technical science, they developed the technical science and published papers and presented lecturers to share such knowledge. The published papers could be read by others and the theories contained within put to work. But most importantly such published papers can be referenced by others, they set a benchmark. For example no one should get buried in a trench because we have the technical science to design a technical solution to avoid collapse of the trench walls. If a trench wall collapses we can reference national standards, safety manuals and industry manuals and a variety of textbooks, reference manuals and journal articles. The collapse of a trench wall is largely an avoidable event, and the literature provides the means to avoid. There may be uncertainty in the characteristics of the materials and the quality of the workmanship but such uncertainty can be kept to a minimum. If there is a trench collapse we can identify that the persons involved failed to exercise adequate duty of care.

Information is being consolidated and organised and disseminated faster than ever before. It is important therefore that the available information is used to properly assess new implementations and adaptations of the established technologies.

Unfortunately there is also a problem of information overload which hinders getting anything done. Only the real world physical system is fully informed about itself. Anything else can only contain partial information, the importance of design is to make abstract and give consideration to the critical characteristics: not attempt to simulate a complete virtual reality due to inability to make decisions in the face of uncertainty.

Recommended Reading:
1) J.E.Gordon (1991), Structures, or why things don't fall down.Penguin
2) Jacques Heyman, (1999), The Science of Structural Engineering, Imperial College Press
3) Stephen P Timoshenko (1983), History of the Strength of Materials, Dover
4) S.C.Hollister (1966), Engineer: ingenious contriver of the instruments of civilization, Macmillan career book





Saturday, March 08, 2014

In search of South Australian Building Industry Web Presence

The following is a list of various suppliers to and in the South Australian building industry. It is not a recommendation, it is just a search for suppliers I am familiar with and an investigation to what web presence they have, whether it is a web site, presence on social networks, or simply a listing in the white pages and or yellow pages telephone directories. Some of these businesses we have done design/engineering work for in the past, or otherwise specify their products, others simply have a presence in the market place which cannot be ignored.

Cold-Formed Steel Sheds:

  1. Erecta Shed
  2. Mark Lattin Steel Constructions
  3. Alpha Industries
  4. Delta Sheds {No longer trading}
  5. Galpruffe {No longer trading}
  6. Olympic Industries
  7. Magnus Australia
  8. Cockaleechie Industries
  9. Fielders Endurance Structures
  10. Ranbuild
Cold-Formed Steel
Panel and Block Construction
  1. Rapidwall
  2. Ace-Wall
  3. Hebel
General Construction Hardware
  1. Ramset
  2. Hilti
  3. Pryda {nail plates}
  4. MiTek Building Systems {Gangnail, nail plates}
  5. James Hardie
  6. Nobles {Cables and Rigging}
Retaining Walls
Soil Bore Logs
  1. Geodrill
  2. Frangos Nominees Pty Ltd
Land Surveying
  1. Jeanes & Sommerville Surveyors Pty. Ltd.
  2. Mattsson & Martyn
Building Surveyors &/or Private Certifiers
Drafting and Design Services
Work Shop Detailers
{No web presence found at moment for those I know}

Pergolas, Verandas, other Canopies and Decking
{Mostly Timber}
  1. Harkk
Concrete
Glass
General Metal Fabricators
  1. D and D Tooling
Houses and other Residential Construction
Electrical
Golf Nets and other Sports Nets
Consulting Engineers for Infra-Structure Size Projects
  1. GHD
  2. SKM
Consulting Engineers Commercial / Industrial Projects

Tuesday, November 26, 2013

On Automating Technical Specification and Assessment

On Engineering: Engineering is not Required in the Building Industry.
As indicated elsewhere I try to avoid the use of the terms engineer and engineering: as I consider engineering to take place at the frontiers of science and technology, and such is where I consider engineering to have been through out history. The only frontier that the building industry encounters is the wilderness where it constructs buildings. Prior to the imposition of any regulations the building industry would just get on with building stuff. Now with regulations in place they are being told to go get engineering, go seek an engineer, get an engineers report, get an engineers certificate. This is not a recent requirement however, modern type building codes have been around since the mid 1800's.

However early building codes were based on prescriptive requirements derived from past successes. If something worked in the past then expect it to work in the future, as long as have knowledge of the conditions under which it worked. If the scientific method and/or scientific knowledge was applied, then it was behind the scenes conducting tests and producing the prescriptive solutions placed in the codes. Fundamental scientific principles were not applied on each and every project: it is not sensible to do so.

However it is important to understand the limitations of the prescriptive solutions and the conditions under which they are valid: this is what I consider to be technical science, and decisions made on the basis of such science to be technical design. Using the timber framing code AS1684 to specify the structural requirements of a building, and assess valid specification of a building is technical design. Using AS1170 loading code and AS1720 timber structures code to specify structural requirements and assess suitability of a structure is also technical design: it is not engineering. Neither is using AS4100 or AS4600 to design steel structures to be considered engineering.

The activity is technical design of established technology through the use of technical science carried out by technical officers. The important distinction between technical design and engineering design, is that there is little uncertainty and little risk associated with technical design.

No one expects the lintel supporting the roof above a window to sag and crack the window. No one expects a crane to collapse whilst lifting its load. These are established technologies and the public has certain expectations of performance.

Engineering is not concerned with established technology nor for that matter with established scientific knowledge. If a project really involves engineering then there are no national standards, no industry manuals, no text books, and no academic programmes to attend where people can be taught: there is no established body of knowledge: not for the technology and not for the science. The project is going to involve a considerable amount of fundamental research. Simply testing prototypes and saying: yeah! it works, is not engineering. The prototypes tested for engineering bare little relationship to the final objective: the purpose of the tests is to derive fundamental relationships which can be extrapolated to larger much riskier objectives. When the final technology is built, it is still a real world experiment, and likely to fail or otherwise turn out defective. Because even with all the testing there is still the risk of some new unexpected phenomena becoming apparent when the prototypes are scaled to required size (either scaled up or scaled down).

For example cannot just decide we are going to place a human habit beyond Pluto, or for that matter on the bottom of the ocean floor. Whilst it is feasible to come up with an intial proposal based on the established technologies, such proposals are likely to be impractical. Having decided such is impractical we will then encounter a series of problems which are beyond our established technologies: but otherwise potentially within the scope of our established scientific theory. However to apply that scientific theory, experiments will need to be carried out to collect fundamental scientific data. Collecting the scientific data however may require new technologies. This interaction between science and technology, to push forward to reach a specific objective is engineering. Engineering originates, it establishes technologies, it does not concern itself with the routine implementation of the established. Fundamental to establishing a technology is developing the required technical science for the routine application and adaptation of the technology. This routine application and adaptation is the work of technicians who employ established tools and techniques. Here technician is not taken as some inferior subordinate to an engineer: an engineer has to be a highly competent technician otherwise they are just dreamers. The ingenuity comes from transforming imagination into reality.

Structural Design
The importance of this distinction is that there is little to no engineering associated with the design of bridges, buildings and most other structures. The technical science of structural design is well established. Therefore when someone is seeking development approval for a building they do not expect to encounter any difficulties or delays in obtaining such approval. Further more if they go to a supplier of the specific structural product they seek, rather than to an architect, then they expect the approval process to be even smoother, not more hassle. Unfortunately going to a supplier of structural products is likely to result in more hassle. This is because the suppliers of the structural products are largely ignoring the established technical science.

The suppliers are thus sent off by regulators to go get engineering. Since need to get engineering from an engineer the expectation is that the alternative is to employ an engineer on staff. Employing an engineer on staff is seen as too expensive, or just not compatible with the organisation. Since the so called engineers primary role in the regulatory process is merely supplying the numbers, and the engineers are increasingly using software to produce the numbers, it is to be expected that the persons paying for these numbers should seek software which they can operate themselves. They thus consider getting software to automate the engineering. Doing the numbers is not engineering. Engineering cannot be automated, it cannot be carried out by computer.

Automating doing the numbers, is automating the calculations, and otherwise automating the technical aspects of the structural design. Other aspects of structural design are creative and cannot be automated. Also the output of any creative contribution is also likely beyond the established calculation procedures and thus demand fabrication and testing of prototypes to validate and calibrate new calculation procedures.

Now the input parameters for one structure can be the same as those for another structure. For example the basic dimensional parameters of a shed are the height and span, whilst the basic parameters for a guard rail system are the height and span. What happens between the input and the output of suitable structural sections however is different. Comparing differences between a shed and a guard rail is probably obvious. Where it is not so obvious is comparing one structural connection with another which have significantly different behaviour but similar input parameters. Such may give the user of such software the impression that they can dream up new connections for, say a shed, and still use the same software to assess the suitability of the building. Such judgment would be hazardous: and such new connection is highly likely to require testing.

The technical science for structural design is well established, however the use of the technical science to develop mathematical models is not always practical. Either the mathematical model takes too long to develop and then test and validate. Or the mathematical model once developed takes far too long to calculate, even with the fastest computers. Either way a prototype is typically required to be fabricated and tested. Mathematical modeling does not remove the need for physical testing it merely reduces the number of tests and increases the likelyhood that the protyotype will pass the tests. A qualitative understanding of the technical science also assists in being prepared to deal with any hazards which may arise during testing.

So with respect to suppliers of structural products, there is no point-of-sale engineering, there is no point-of-sale design. No design and no engineering can occur at the point-of-sale via the use of computer software by salespeople having a discussion with the customer.

Point-of-Sale
All that can occur at the point-of-sale (PoS) is capturing the parametric variation of highly established technologies and adapting those technologies in an extremely limited way to better meet the needs of the customer. It is not design and it is not engineering. Design is an unrestricted creative activity, engineering operates at the frontiers of science and technology. Technical design places constraints on the freedom of creativity.

After having varied the parameters of a generic technology, the task is assessing the suitability of the technical specification for a specific purpose. Or is the task determining a technical specification which is suitable in the first place?

The question may be: I want to make this shed, what size c-section is suitable for the frame? The answer to that question, requires guessing some size of c-section, and then seeing if it is or is not suitable for purpose. If not suitable for purpose we then try another c-section and check its suitability. So behind the scenes the exercise is assessing the suitability of a proposed technical specification.

Some structural forms are known as determinate and others are known as indeterminate. To simplify the meaning, rather than use the strictly correct meaning, those structures for which we can directly calculate the required size of structural section are considered to be determinate. Those structures which we have to determine suitable structural sections for by trail and error are considered indeterminate. Indeterminate structures require knowledge of the materials and structural sections to determine the forces in the structure, whilst no knowledge of the materials and sections is required to determine internal forces for determinate structures. {For some simple strictly determinate structures, the materials properties have cancelled out to leave a simple expression which can be used to directly size the section. (eg. fixed ended beam). On the other hand the materials codes are so convoluted that it is typically not possible to calculate required section properties directly, and all structures need suitable sections selected by iterative trial and error.}

Commercially Available Structural Analysis Software
Most structural analysis software available in the market place is setup for indeterminate structures, so even if wish to analyse a determinate structure it is still necessary to specify structural sections and material properties before any analysis can occur to determine internal forces for the structure. {Actually I'm not aware of any readily available software purely for determinate structures.}

Further commercially available structural analysis software typically has menu options for checking or designing members. Once again, I contend the design option doesn't design anything. The design option merely iterates through a list of available sections and determines which are and are not suitable for purpose. The software may stop when its found the first suitable section, or it may determine all the sections suitable from the available sections. The design option is therefore just a variation of the check member option.

Why have the check member and design member options? The basic answer is because its generally a bad idea to have the computer select the structural section. If the computer selects the section, then it will either be unsafe, uneconomical or impractical. Letting the computer select the section is just a starting point and reduces the number of manual iterations.

How can it be unsafe? It can be unsafe because the materials codes are incomplete. So for example if assessing a steel structure to AS4100, a structural section may be considered acceptable, even though it is subject to a high level of torsion. This is because there is no direct torsion check in AS4100, but the torsional resistance still need to be checked. The traditional task of the designer is to qualitatively configure the structure so that members are not in torsion: and therefore torsion is not an issue for calculation. Assuming a structural designer has followed tradition and removed torsion, a code check by computer to AS4100 may still accept a defective structure. This is because the 3D stick model of the structure does not represent the real world structure.

Roof purlins for example in the real world typically sit above the rafters, but in the 3D stick model the purlins are in the same plane as the rafters. Further the purlins are rigid and continuous over the rafters, not rigidly connected into the sides of the rafters. The default behaviour of the software is typically to create rigid moment resisting connections where ever two members intersect. This does not  necessarily reflect the real world model where the real connections may be pinned. Assuming members are rigidily connected, that is cannot rotate about a pin, typically reduces section sizes, but can otherwise increase stresses in the support structure. The result is that sections are not checked for proper stresses. The other issue is that there are eccentricities and localised affects not considered by the software, and need to be dealt with manually, or by other means.

When it comes to member checks, the software is also likely to assume full restraint of a section where there is no such restraint, and therefore the structural section selected by the design option is likely undersized.

But this leads to the more common problem of uneconomical and impractical. The software will typically find the minimum size structural section suitable for each member in a 3D model. Since the applied forces are not uniform across the whole structure the resultant internal forces and stresses are also not uniform. The result of allowing the software to select member sizes is common members all having different sizes. For example rafters varying in size depending on their location in the roof. This is not typically practical. Further if lateral torsional restraints are present in the real structure, but not known to the computer software then, the software will over size the steel sections. These restraints typically have to be manually specified before executing the design options of the software.

Thus from the perspective of using the available structural analysis software, automating the technical specification and technical assessment of structures doesn't seem all that practical, as it is a highly interactive and iterative process requiring learned judgment. Learning, which a salesperson and customer typically do not have.

But what exactly is it they want to automate?
The difficulty is caused by the suppliers having no proper technical specification of their structural product in the first place. Sure they have some drawings of a specific instance of the generic product, they may also have standard calculations for that instance. Some even have spreadsheets with specific instances of the generic product buried and hidden inside the software. None of this however represents a proper and valid technical specification of the generic technology they wish to adapt to the needs of the customer. The suppliers most certainly have limited fabrication capabilities, and they also have restrictions on what they are willing to do. Yet the salespeople typically say yes to just about anything the customer requests, on an assumption that such proposal is feasible.

The first and foremost problem doesn't have anything to do with calculations. The first and foremost problem is accepting a project for which the suppliers technology is ill suited. Accepting a project which imposes demands beyond the capabilities of the supplier and their supply chain.

If going to supply anything the customer wishes then need technical officers on staff to design a suitable structure, and such design is not going to take place at the point of sale. People do not go to suppliers of structural products so that they can wait for design to occur, they go to such suppliers so that they can effectively buy off-the-shelf. However, they also want to change things, things which are outside the scope of the existing technical specifications, things which would make all the existing documentation invalid. When the existing documentation becomes invalid, then it is no longer possible to communicate intention to all the people in the supply chain. Further more if the documentation describing the proposal is invalid then it is no longer possible to assess the suitability of the structure.

For example say we have a standard design for a 3m high by 7.2m span portal frame shed fabricated from cold-formed c-section. This standard design will typically be accepted by city council for any design which fits with in the dimensional envelope. So if a customer wants 2.4m high by 6m span, then the standard design will be found acceptable. But none of the workshop drawings would be valid. Then again who as workshop drawings for a cold-formed steel shed: just need some hole punching sheets. In which case the punching sheet for the columns and rafters would be incorrect and new sheets would need writing up. Further all sheets would need revising to match the quantities needed for the project.

Under such circumstances no technical assessment is really required, all that needs to be automated is the revision of quantities in the bill of materials, and the dimensions of various members along with generation of hole punching sheets for the roll-former. We have a structurally valid design solution in the first place, and we haven't made it invalid.

Now consider the situation where the customer wants to rip out the end wall mullions and install a large door. The existing structural specification is no longer valid. An alternative structure is now required to support the end wall cladding along with the door.

Another situation is removal of portal frame columns along the side of the building. Removing such coulmns cripples the portal frames and the frame check for the columns and rafters is no longer valid. It is not just a simple matter of providing carry-beams to support the rafters over the opening. The primary structural form the rigid moment resisting frame, comprising two rafters and two columns, has been crippled. This structure resists the wind attempting to push the building over, and can no longer do so. The load pushing against the door and the building now has to be transfered to other complete portal frames, these frames thus now carry more load. Take out too many columns on either side of the building, and just leave rafters, then the whole structural form of the building may have to be changed to stop it from being pushed over. Such changes do not represent simple parametric changes to a generic technology, rather they represent a change of the generic technology itself.

Product Structure Tree and Variations
With respect to the bill of material (BoM) or the product structure tree, the difference is that between merely changing counts of quantities versus pruning and grafting branches from the tree. If merely change a part count then it seldom generates a need for further technical assessment, but if prune a branch or graft in a new branch than additional technical assessment is required. Grafting and pruning branches changes the generic form of the product: it changes the product-structure, and if change the structure then require further structural assessment.{NB: Two different but related concepts of structure}

Variation of a product can be brought about by:


  1. Changing part count
  2. Changing parts
  3. Changing part dimensions
  4. Removing Subsystems (Pruning branches)
  5. Adding Subsystems (Grafting Branches)


If a part is a subsystem, then setting its part count to zero will prune that branch from the product-tree, if change from zero, then will graft that subsystem into the product-tree. Depending on the product any of these changes could impose a need to reassess the suitability of the product for a given purpose.

The shed industry typically considers a shed comprises of columns and rafters: it doesn't. The typical cold-formed steel shed comprises of portal frames, rigid plane frames, or moment frames. These frames are the primary structural element. These frames comprise of columns and rafters. However the frames cannot have parts pruned from them and still be expected to function as required. Nor can these assemblies have parts grafted into them and still be considered suitable.

A shed can be made longer by increasing the part count of the frames. But it cannot be made longer by increasing the spacing of a given frame. A given frame has a specified maximum spacing.

I contend that in the first instance the industries have no need of structural analysis software, and that so called engineering at the point-of-sale is just a sales gimmick: it has no real value. Why have a computer spend an hour assessing a series of similar frames, when already no the answer. An engineer wouldn't assess every frame in the structure, they would only assess the critical plane frame. They would only assess a 3D model if the structure was behaving in three dimensions, and then they would only build a model large enough to assess that portion of the whole building. Structural design is based on simplified models, not an attempt at creating a complete virtual reality. Further after an hour at the point-of-sale, why have the computer come back and say not possible, when its a simple exercise for the engineer to make it possible.

The larger the building and the more complex the structure the longer it will take the computer to complete the analysis and select suitable parts. An experienced engineer or technical officer can reduce the time it takes the to find a solution, because they already know the solution, they just have to get the computer to check, rather than have the computer iterate through all available sections and find a suitable section. The computer can complete 3D analysis fairly quickly for most common structures, it is the selecting of suitable section sizes and specifying and connections which is a time consuming exercise for both computers and humans. Humans can however fast track, and potentially get there faster than a computer. The problem is going to a consulting engineer is going to place the project in a long waiting line: and cause delays. So that the 1 hours it may take a computer to find an answer is better than the 4 week wait to get answer from a consultant.

The issue here is the calculation versus database approach to the specification. Typically the database approach is frowned at, and preference is given to the calculation approach. However humans can fast track to a solution because of their memories: a database of past projects and known solutions.

Also the calculation approach is actually based on a hard-coded structural model, which generates a bill of materials. The bill of materials doesn't drive the system, and therefore changes to the bill of materials results in an appropriate structural analysis and assessment of the structure. The structural model is locked, therefore the bill of materials is locked. No parts can be added, and no parts can be subtracted. The software typically used is simplistic and built around MS Excel spreadsheets: and typically is an extremely inefficient use of computing resources. {This is because data and calculations are combined in the one file. Add the need for MS Excel, and the systems are using a lot of hard disk space and RAM for very little capability.}

Few of the suppliers of structural building products are using software built around a building information model (BIM): for the most part they don't need such. The main task they need to automate is the material take-off and associated costing. Except there isn't anything to take the materials off. There are no workshop drawings. At most, likely to be a simple sketch on an order form. The order forms are mostly descriptive of requirements.

The issue is that its not quite simple retail. If people just turned up placed an order, and were given a package with fixed content then there would be little problem. The problem is that customers can change the content of the package. That in itself wouldn't be too much of a problem if it was a simple part count of independent parts. Just fill the shopping cart with items, and determine total cost.

The problem is want to change the parts. Consider similar situation outside the building industry. The customer being able to change a car from 4 wheels to 3 wheels. Consider a customer wanting 24 hours of recording on video tape, but without increasing the space occupied by the typical 2 hour recorder. Such customer requirements at not things which can be designed at point of sale by a salesperson. Such desires may require years of research design and development. There are clear restrictions on what can be supplied, and the variations permitted.

The building industry doesn't seem to understand the restrictions on variations to the technology, nor is it particularly capable of meeting the demand for essential buildings: global shortages of housing, schools and hospitals to name a few. Architects oppose industrial building systems, yet we end up having to use such systems to meet demands, and yet the industrial systems are not as efficient at supply as they could be. Unwarranted variety needs to be constrained.

There is a high incidence of owner-builders in Australia, and otherwise custom designed houses, yet there isn't that much difference between the houses. Yet the differences could significantly increase the cost of supply without increasing the benefit obtained. It is false economy to save on materials. Often the customer is wanting changes to reduce the cost of materials, but increasing the cost of labour significantly more. Standard designs have a design heritage, a foundation to build upon. Move away from the standard and introduce a lot of additional work which wasn't otherwise needed. A lot of the work only needs doing once: like design and documentation. Standardising parts also means automation is possible for the fabrication and production, this in turn reduces production time and achieves higher levels of consistency across repetitive parts. There is typically greater variation in repetitive parts made by humans than those made by machine.

If go to a supplier of structural products, then expecting faster supply times, higher quality product and lower costs, compared to custom designed and fabricated. These expectations are not always met: and that is largely due to unnecessary variations or customisations to the standard product.

House builders with large markets, supplying relative standard designs have tended to opt for the use of BIM based software. They can afford the software and have supply chains which can benefit from its use. Other suppliers of building and/or structural products would not get any benefit from the software and its too expensive to go experimenting with.

Most suppliers just need parametric based bill of materials (BoM) software, no 3D graphical picture is required. They just need to modify part counts and dimensions subject to certain constraints. The BoM needs validity checks on each data field relative to the specific item. Software like MS Access and MS Excel can have validity checks on data fields, such as whether a date in input, or a telephone number is formatted correctly. A BoM however requires more than this, each data record needs unique validity checks on each of its fields or at least on the quantity field.

For example with respect to the previously described standard shed, the column cannot be greater than 3m, but can be less. Similarly the structural section used can be increased in size to a higher structural resistance, but it cannot be decreased to a lower structural rsistance. Once we know the required structural resistance for the shed in the form of specified structural section: then it is not necessary to re-analyse the structure, an alternative section of equal or greater resistance can be substituted. But such substitution is likely to lead to a need for new work shop details.

The perceived need to carry out structural calculations is because of wind loading and earthquake loading and other loads which change with the environment. However these design loads are not really site specific, they really belong to a class of loads. Wind loads to AS1170 for example are regional, sure the regional wind speeds can be reduced to site specific wind speeds: but is there any real economic benefit in doing that for repetitively manufactured products? More over just because the wind load does change for the site, it does not mean that it is necessary to redo the structural analysis and recheck all the members and connections.

If there is no smaller structural section available then the building gets made stronger than it otherwise needs to be. How strong it needs to be is a matter of personal opinion in any case: sure it may be in the code: but the code is someone's opinion. So its actually silly to consider any structure is stronger than it needs to be. The structures are simply strong enough to be acceptable to someone somewhere. As for not being strong enough: once again that is a matter of opinion. Clearly if the structure collapses under its own self-weight then its not strong enough. But how much stronger than standing up under its own self-weight does it need to be? Ok! So don't want it to blow down in the wind: but what wind? People are always saying South Australia doesn't have cyclones, and basically consider the wind loads are too high. But what lower wind load is acceptable to the community? More to the point what level of wind loading is acceptable to the insurance companies: they seem to think the loads should be increased.

The design loads are not so much a response to the natural environment but more a reflection of human desire, and are otherwise misleading. No structure is hurricane or earthquake resistant, there is always some magnitude of hurricane or earthquake which will exceed the design loads and collapse the structure. So making the buildings stronger after a disaster is not all that sensible. I contend the primary defence of the nation is not the resistance of its buildings but its ability to rebuild in the minimum of time. Buildings which behave like mechanisms and collapse to a more robust form during an event, and then be erected again after the event: seems far better use of materials, than trying to resist massive loads and ultimately not being string enough in anycase. It is nonsense to be declaring that buildings are unsafe if they are not built to the codes: the buildings are unsafe when built to the codes. The issue is that if not built to the code then it is unacceptable and is therefore illegal construction. Being illegal doesn't make it unsafe, it just makes it illegal: not compliant with the letter of the law. Not compliant with someones opinion. It is emotional manipulation to declare one brand of sheds is safe and another brand is unsafe. In the real world, they are all unsafe, no buts doubts or maybe's about it they are all unsafe, and they cannot be made safe. The risk of collapse will always be there, and the occupants will not have any awareness of when the environmental loading is likely to exceed the resistance of the building. Would you like to operate a submarine without a depth gauge? Because that is effectively how we operate our buildings.

So we could consider getting rid of the regulatory framework and the standardised minimum performance criteria. For having such doesn't serve the community well. The building industry seems to be the only industry in which suppliers take pride in complying with the code. Like finding someone who complies is hard work. Merely complying however equates to low quality rubbish. Most other industries based on engineered technology take any standards as the benchmark to be exceeded without significantly increasing cost to the buyer. If only meet the regulations then a low quality supplier.

The point is: that just because there is a smaller structural section available which can be used to meet the code requirements it doesn't make it sensible to select and build the structure from such smaller section. Further more just because used a larger structural section that exceeds the requirements of the regulations it doesn't make the structure stronger then needed. Nobody knows or can know how strong the structure needs to be.

It is nonsense that a supplier cannot compete because their structural sections are over sized and the competitions are considered under sized. The supplier cannot compete because they do not know how to sell value, and because their sales people have zero understanding of the product they are selling. The consequence is that the only thing they can do to make a sale is drop the price. Since they only really cost the materials, not the labour and overheads, it is apparent the only way they can drop the price is to drop the cost of materials by using less steel. In short sales are based on the principle of my rubbish costs less than their rubbish. Not really sensible.

So most shed suppliers start with a single standard design which covers a large portion of their initial market, then as people ask for larger buildings the supplier gets standard designs for larger sheds. Or they get custom engineering for what ever the customer wants. The problem is they seek the custom engineering at the wrong time. Further if they really need to be providing custom engineering then they really need engineers on staff to meet the time constraints, rather than rely on consultants. However, need to differentiate between designing a standard product and custom design to the project.

There are about 18 standard size c-sections, for the typical gable frame shed these all form about 16 envelopes, that is 16 standard designs for a given wind loading. There are only 16 envelopes because 2 of the sections have near equal capacity to other sections: so its a question of preference. Now 18 standard designs is not a large database, especially if it is a parametrically driven database. The variety decreases even further if consider that there is little difference between the dimensional envelope achieved by one c-section and another. So can toss a lot of the variety out, thus reducing strip widths and strip thicknesses required to produce the c-sections. Thus reducing the variety of c-sections, which reduces material inventory costs if rollform own c-sections. Those who order c-sections probably don't care: but they would if the roll-formers adjusted prices to match demand rather than steel content. That is the roll-former offers 18 sizes, but prices such that, bulk of supply is only for about 6 of the sizes.

A shed fabricator for example could rollform C10024 and supply sheds across most of the market. The sales people right now are saying nobody rollforms such section and its too small. Yes, its too small to se as a rigid moment frame. So is a C7510, but such section is fine to use as the studs in a house. Houses are made from cold-formed steel but they are not moment frames. The structures are pinned and braced, and otherwise triangulated. Roof trusses are triangulated, and the small C7510 can span large distances when fabricated into a truss. Similarly the C10024 can be fabricated into deep parallel chord trusses which can be used to span distances greater than achieved using a C35030 as a moment frame. Structural form is important.

One supplier was always phoning up and saying why can't we span such and such a distance? We'd get an address and drive by to find a structure which wasn't the typical moment frame the supplier produced. Our response was thats not the kind of structure you normally fabricate. We can design a structure using the c-sections, if we know what you are willing to fabricate.

Other structural forms have far more labour content than the moment frames, and so take longer to fabricate and tend to cost more. However bolted cold-formed c-sections requires less skill than welded hotrolled sections. So a cold-formed structure has the potential to cost less than any hotrolled frame.

So we get back to the first and foremost problem. Are these businesses suppliers of structural products or general steel fabricators? Since most don't have workshops they are not fabricators. They also don't have design offices and they are not really project managers either. They just have sales offices, but they are not sales agents for some big supplier either: and they don't wish to be. They are independent agents, sometimes fabricators, but mostly sales, builders or steel erectors. They are a kind of organiser/broker. Certainly not coordinators, but possibly facilitator's, arrangers, overseer, directors, handlers. Basically they are the people with the right contacts to get the job done eventually. The desire and task is to make that process smoother for everyone.

But automating the detailed structural calculations is not really part of the exercise, and serves no real benefit. Sure if such software is available, affordable and operating such software produces quick answers at the point-of-sale then that is one way to go.

However, if software is not readily available off the shelf, and it needs to be developed. Then the first thing to note is that in the first instance it is not going to be quick, and it is likely to have a cumbersome if not apalling user interface. Further more it is to be noted that engineers now largely use computer software themselves, and they wouldn't typically consider writing such software themselves.

It is one thing for an engineer or technical officer to consider using a spreadsheet to write a few calculations, but they wouldn't consider writing their own version of say AutoCAD nor their own version of say MicroStran. Can therefore consider that the typical consulting engineer producing calculations and drawings for suppliers of structural products does not have the resources to write software. They may write their own software so that do not need the likes of say LIMSTEEL. They may automate the inputs to AutoCAD and MicroStran.

To consider that the average civil engineer designing structural products can produce adequate software, especially to automate the design of an entire building is just plain ludicrous. They may be able to produce tools to assist themselves, but not produce anything anywhere near robust enough to be placed in the hands of unqualified sales people.

The need for structural calculations at the point-of-sale is perceived as necessary largely because no one has sat down and properly specified the structural product being offered. Clearly the sales people are not architects or engineers, and are thus not capable of providing the customer with any building they desire. There is significant constraint on what they are able to supply. There is also significant limitation on what they are able to do for the customer.

For example attaching a verandah to a house requires significant strengthening of the house, and attachment of a balustrade may also require significant strengthening of the support structure. Checking and strengthening the existing structures is not the business of these specialist suppliers. The existing structure needs to be adequate in the first place. Potentially strengthening the existing structure is a role to be carried out by another small business.

Further should the supplier have and operate the software, or should the customer operate the software?

In terms of balustrades for example as a buyer or designer I would really want the supplier, I wouldn't want to keep phoning the supplier up to find out what I need to do for my structure to be compatible with the balustrade installation. The architect and engineer designing a building need to know what is required to provide a structures compatible with a balustrade installation. Not wasting time between a supplier and a suppliers external consultant, nor wasting time with the supplier pushing numbers through software. Just need to know what has to be done at the start of the project. The problem is the architects ignore the issue until the last minute and expect the balustrade suppliers have a solution. The architects then end up with a structure that is not compatible with their desires for a balustrade. Its the architects fault because they thought they could dismiss a junk of structural design from the engineer to a salesperson. Whilst I contend doesn't require an engineer, and the task is not engineering, it does require someone with appropriate technical qualifications.

Similarly attaching a verandah, extending a shed, all have similar problems, or dealing with the existing structure: a structure which may not comply with current codes, and therefore is not adequate in its own right to start with, before even consider applying additional loads.

So the issue is what are these businesses really supplying? What are they really in the business of providing?

Because if throw computers, software and the Internet into the mix, with the real needs of the customers. Then have an entirely different business model, and these suppliers are gone. So their investment in half-baked software is not in their best interests. Buying readily available tools which assist at low price is one thing, investing in development of a large system is another.


{I got interrupted and lost my track way back there somewhere. But identified some smaller chunks for more detailed assessment.}