An assistant, not a replacement
If you want to know what to tell your engineer you need, and to have an idea what to look at for costing, this section will help. Replacing professional consultancy is not what it is, and it is not trying to be.
That sounds like a limitation and it is closer to the opposite. Most people who go looking for a beam size do not actually want a beam size: they want to know whether the job is viable, roughly what it will cost, and what to have ready before they pay somebody to look at it. Walking into an engineer’s office with the span, the loads above, a photograph and a sensible question is worth far more than walking in with a number off a website, and it usually costs less by the time it is finished.
So the tools here count things, measure things, and report what a published table already says, naming the source so you can check it rather than take it on trust. Section properties, grades, concrete mixes, cover, notching limits, weights, quantities and geometry: lift those straight off. Where a number is a design output rather than a lookup, the tool says so and points at the person whose signature it needs, because a specification belongs to whoever signs it.
None of that is a disclaimer bolted on afterwards. It is what these are for, and it is why they are built the way they are.
The things nobody else bothered to build
Most of what is useful on a steel job is not a calculation, it is a lookup you do twenty times a week and have to go hunting for each time. What a 203x133x25 UB weighs per metre, or a W12x26 per foot. What C24 means, or Southern Pine No. 2. Where you can notch a joist without ruining it. What cover a foundation needs in that exposure class.
And the one that costs people real money: a drawing issued at 1:50 on A1 is not 1:50 when you print it on A4. It comes out at 1:141. Scale a dimension off that with a 1:50 rule and you are out by a factor of 2.8. The same thing happens printing an ANSI D sheet onto Letter, and it is worse there because the two paper series do not share an aspect ratio, so the drawing is squeezed unevenly. Nobody tells you the output scale, so that tool does.
Quantities and setting out
- Concrete volumes, and aggregate and sub-base tonnages.
- Brick and block counts, and the mortar to go with them.
- Rebar weights and bending schedules.
- Roof pitch and true rafter length.
- Stair rise and going, against Part K in Britain and the IRC in America, which disagree about almost every dimension.
Ordinary arithmetic done properly, with the wastage allowance included rather than left as an exercise.
Muck away, or haul-off, is worth calling out separately. Excavated material bulks by twenty to forty per cent, which is the difference between one grab lorry and two, and it is the number groundworkers most often get wrong in any country.