f′c=28MPafy=414MPafyt​=276MPa Loads: Pu=886kN, compression Vu=400kN​ 2.1 Compute for the shear strength of column. Vc in

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f′c=28MPafy=414MPafyt​=276MPa Loads: Pu=886kN, compression Vu=400kN​ 2.1 Compute for the shear strength of column. Vc in

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F C 28mpafy 414mpafyt 276mpa Loads Pu 886kn Compression Vu 400kn 2 1 Compute For The Shear Strength Of Column Vc In 1
F C 28mpafy 414mpafyt 276mpa Loads Pu 886kn Compression Vu 400kn 2 1 Compute For The Shear Strength Of Column Vc In 1 (26.2 KiB) Viewed 38 times
f′c=28MPafy=414MPafyt​=276MPa Loads: Pu=886kN, compression Vu=400kN​ 2.1 Compute for the shear strength of column. Vc in kN. considering the factored shear and axial forces. 180.745105.69880.745200.175143.974100.685​​
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