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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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