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safe enourmous reinforcement

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ramihabchi

Structural
May 1, 2019
98
Hi.I am new to safe.I have modeled a slab 30cm thick with 8x8m span as a test
Dead load 500kg/m2 live load 500k/m2.I am obtaining massive amount of steel.and if I average at peaks with width 0.3 to 1 meter it is giving 35cm2 at cornet.what might be the problem?
 
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