this slab is supported by a steel column and theres a plate over the column , how do you consider that , it works as a hinged support , or what do you think
dear hokie66 ,thanks for your replay , if you have any resorce on flat plate ,the swedish code do not take in account any minimum reinforcement ,how can i urge them to use minimum reinforcement
Dear structural , with the attached figure , the calculation is don according to the Swedish code , no min reinforcement like aci code ,, no beam ,the calculation don by using FEM design strusoft program , it shows the reinforcement mm2/m
What is your idea about the consideration, we use...
Dear ,i make a recalculation to the structure by using finite element method , i find the reinforcement is adequate according to loads but normally when i design a flat slap i put a reinforcement in top and buttom in two direction , but this slab in some parts reinforced in bottom only , there...
Dear i ask about the cracks . they replay that it hapen after casting in few weeks where the jacks still bneth the slab and during the sumer the cracks become bigger till it reach 1 mm , ( its unloaded slab )
Thanks for your nice answer youngstructural and you have a real nice answer, and thanks to hokie ,you also born in 1966 , it was a very sharp answer and i think you give a real suggestion ,if there is any answers fOR treatment of cracking in flat slab ,i mean that happen according to...
dear , it works along 10 meter , but in fact theres no reinforcement in top x or top y , the reinforcement exixt in bottom x,y only becouse it works ìn posative only , and the code her accept with no reinforcement
