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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 />Max Fp =1.6 x SDS x Ip X Wp = psf <br />Min Fp =0.3 x SDS x Ip X Wp = psf <br />Seismic Design Load Fp = psf <br />Vertical Seismic Design Load Fp = psf0.77 <br />3.09 <br />6.17 <br />1.16 <br />3.61 <br />F P = ((0.4 x ap x SDS x Wp)/ (Rp / Ip)) x <br />((1+2(z/h)) =3.09 psf <br />30 <br />1 <br />Height in structure at point of attachment, <br />z = <br />30 ft <br />1.00 <br />1.50 <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 />But Nguyen <br />PE <br />17-01-2023 <br />12 Other mechanical or electrical components. <br />(Refer ASCE 7-16, Table 13.6 -1) <br />820 N Euclid St <br />03/27/23