Considering the nominal shear stress on concrete is fv = 0.78 MPA. Calculate the allowable max spacing for 2-legged 10mm stirrups?. Use simplified calculation for Vc. Beam dimensions are 392 x 729 mm Effective cover of steel reinforcement = 70 mm Fy = 275 MPA Spacing should be multiples of 10mm

Structural Analysis
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Chapter2: Loads On Structures
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Considering the nominal shear stress on concrete is fv = 0.78 MPA. Calculate the allowable max spacing for 2-legged 10mm stirrups?. Use simplified calculation for Vc.

Beam dimensions are 392 x 729 mm

Effective cover of steel reinforcement = 70 mm

Fy = 275 MPA

Spacing should be multiples of 10mm

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