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Difference between tension in massiv slab and panel slab
Difference between tension in massiv slab and panel slab
I have two slabs with the same load, P=1000 kN i center. I have a question about diference in tension results because they are completely other. 1. Massive slab hight=60cm, KZ=6000 2. Panel slab hight=60cm, KZ=6000 How Robot is calculate thension in this case? I have to calculate raft foundation with hight = 3 m, so what type of measurement I must used to callculate tensions in reinforced? I will be lucky if someone explain me this problem, also I attached two pictures with examples. Than YOU!!!
