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  1. king12345

    Podium slab design for amplified uplift force from cold-form steel shear wall

    Hi Guys, I am working on a project which has a 4-story cold-formed steel light-framed structure over a concrete podium slab. Based on the AISI 400, the uplift force of the Holdown for the shear walls need to be amplified with a overstrength factor or expected shear strength factor. My question...
  2. king12345

    Need help with Design Example Shear Wall from ACI 549.4R-13 (FRCM reinforced Masonry)

    Hi, Someone post this question earlier but no one response. I have the same question: I'm currently trying to strengthening a masonry wall using FRCM system. In ACI 549.4R-13 there is a design example of a shear wall, however I'm having trouble finding the neutral axis of the shear wall for...

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