RAM Concrete Shear Wall Verification - Planar Wall Using ACI 318

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  • I have two questions please.

    1- The interaction diagram is generated based on a uniform distribution of reinforcement. What if the reinforcement of the boundary element is different??

    2- Where is the effect of buckling in the weak inertia? by example ULS cases have zero moments while these should be amplified identically as for columns design....

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  • I have two questions please.

    1- The interaction diagram is generated based on a uniform distribution of reinforcement. What if the reinforcement of the boundary element is different??

    2- Where is the effect of buckling in the weak inertia? by example ULS cases have zero moments while these should be amplified identically as for columns design....

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