The concrete beam has the following properties:
Beam width b=350mm
Effective depth d=640mm
Concrete stenght fc’=25Mpa
Reinforce steel stenght fy=400Mpa
If the factored shear force at critical section is 200Kn, compute the nominal shear carried by the reinforcement according to ACI specification: Hint Vc=1/6 times the sqare root of fc’ time bd. Use Ჶ=0.85.
The concrete beam has the following properties: Beam width b=350mm Effective depth d=640mm Concrete stenght fc’=25Mpa Re
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The concrete beam has the following properties: Beam width b=350mm Effective depth d=640mm Concrete stenght fc’=25Mpa Re
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