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Project : <br />Project Number : <br />By : <br />Date : <br />Seismic Design Force <br />Seismic Loads - ASCE 7-16 Chapter 13 <br />Seismic Force <br />Component Amplification Factor, ap= (Refer ASCE 7-16, Table 13.6 -1) <br />Overstrength Factor, Ωo = (Refer ASCE 7-16, Table 13.6 -1) <br />Component Importance Factor, Ip= <br />SDS = <br />Average roof height of structure,h =ft <br />z/h =z/h should not exceed 1 <br />Frame Weight Wp = psf <br />Seismic Design Force on Solar framing structure <br />Horizontal Seismic Design Load, Fp <br />Max Fp =1.6 x SDS x Ip X Wp =psf <br />Min Fp =0.3 x SDS x Ip X Wp =psf <br />Horizontal Seismic Design Load Fp =psf <br />Vertical Seismic Design Load Fv =psf0.68 <br />2.72 <br />5.44 <br />1.02 <br />3.18 <br />FP = ((0.4 x ap x SDS x Wp)/ (Rp / Ip)) x <br />((1+2(z/h)) =2.72 psf <br />15 <br />1 <br />Height in structure at point of attachment, <br />z = <br />15 ft <br />1.00 <br />2.00 <br />1.07 <br />1.00 <br />Seismic Coefficients for Mechanical <br />and Electrical components = <br />Component Response Modification <br />Factor, Rp= <br />1.50 <br />Kenneth Cheatham <br />PE <br />05-22-2025 <br />12 Other mechanical or electrical components. <br />(Refer ASCE 7-16, Table 13.6 -1) <br />Page 17