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  1. SPS110615

    Wind Coefficient for Open Frame Structure Question

    I have an open frame structure with Sf/B=0.42 and N=15. The ASCE book "Wind Loads for Petrochemical and Other Industrial Facilities" is being used to determine Cf for an Open Frame Structure. Figure 5.1 for Sf/B=0.5 limits the number of frames, N, to 10. Is the reason for the maximum of N=10 in...

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