ACI 318-08 with PCA Notes

DESIGN FOR PUNCHING SHEAR π‘Šβ„Žπ‘’π‘› 𝛽 β‰₯ 2 π‘π‘œ = πΆπ‘Ÿπ‘–π‘‘π‘–π‘π‘Žπ‘™ π‘π‘’π‘Ÿπ‘–π‘šπ‘’π‘‘π‘’π‘Ÿ 𝛽= 𝐿 𝑏 Transfer of Force at Base of Column (Bearing St

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DESIGN FOR PUNCHING SHEAR

π‘Šβ„Žπ‘’π‘› 𝛽 β‰₯ 2

π‘π‘œ = πΆπ‘Ÿπ‘–π‘‘π‘–π‘π‘Žπ‘™ π‘π‘’π‘Ÿπ‘–π‘šπ‘’π‘‘π‘’π‘Ÿ 𝛽=

𝐿 𝑏

Transfer of Force at Base of Column (Bearing Strength)

MISSING Flanged Section with Tension Reinforcement