Thanks KOOTK, I agree with everything you said. I am really not concerned with the cracks down and around the beams, and I checked the steel members encased and they are adequate without composite action of the concrete. My thoughts were the cracks were existing prior to the flood also and the...
Hello! I am dealing with an elevated formed one-way concrete slab spanning between steel beams that are cast into concrete as well where cracks have formed in the slab apparently due to sprinkler lines going off and flooding that first floor. The concrete slab is pretty old, the steel beams...
