Please answer the following questions by only typing the answers, and please make your answers as short as possible.
1-How do I determine the b for a T beam?
2-Why can’t I just use half the clear spacing between the beams?
3-In a slab, why do I call temperature and shrinkage steel “just because” steel?
4-What are the four benefits of using compression steel in a beam?
Typed answer was not possible because I have to specify diagrams and formulas also so please be adjustable.
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