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  1. SBRC

    Intermediate Moment Frame- Design Requirements as per ACI 318

    Greetings, Dear Engrs, I am designing a building in Seismic Design Category "C", lateral force resisting system is Intermediate moment resistant frames.As per section 21.3.3 of ACI 318, which states that shear strength shall be taken as smaller of the two methods. I have following questions...
  2. SBRC

    max. spacing between stirrup links in the beams

    Greetings, AS per this thread link https://www.eng-tips.com/viewthread.cfm?qid=397909As Majority of engineers refer to ACI 318, 11.4.5 and state that transverse stirrup spacing shall be as prescribed in 11.4.5.1. In my opinion, ACI speaks about spacing of stirrups perpendicular to...

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