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just as a tangent-is there a way to continue a slab without reinforcement without a cold-joint? any books on this side of cosmetic cementing?

What is the method of calculating modulus of elasticity of precast prestressed-concrete?

The force on the right hand side is conserved. I assume it's this one.

I posit it's the right side, you find the percentages & then calculate from total load; but I have no way to test this.

I didn't mean a steel cable mesh held by trunnions was IN the building, but should be the course of action that proceeds

true that it is useless to speculate--if they're taking it down. But I had an idea about a steel cable mesh held by trunnions held in some manner; which could vary; which would dictate the final result of the structure.

Vibrations, usually in seismic zones but to a lesser extent impacts and wind to a lesser extent are controlled for. If these were amateur contractors who have never practiced out of state they may never have even heard of vibrations in buildings. Vibrations are like shock waves through the...

what was the wind like that day? Is it possible the crane sent vibrations in mode?

if someone can get me the plans I'll try and figure out if it should be stable

Let's say we have a embedded column, are there formulas like Roark's formulas for stress & strain that will deal with a moment in addition to compression? or would i have to boundary element method the whole thing? I'll put in context: If one wants to make a structure with a small base that...

boundary element analysis or method

when doing bem from roark's formulas for stress & strain on a slanted beam, do you just break it up into constituent parts & also take the specific stress point analysis?