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Page 4 of 26 <br /> VECTOR <br /> JOB NO.: U2350 Copyright©2022 Vector Structural Engineering,LLC <br /> PROJECT:Shelter Ballast System This Excel workbook contains proprietary information belonging to Vector <br /> SUBJECT Appurtenance Mounting Systems Structural Engineering,LLC,and may be neither wholly nor partially copied <br /> or reproduced without the prior written permission of Vector Structural <br /> E t 1 f I fl E E F2 S (TIA-222-H Chapter 16) Engineering,LLC, <br /> Wind on Structure(Line Loads): Wind Total Length Exp.Wind <br /> Member Shape: iv(in) Force(plt) x(ft) Z(ft) <br /> 2"Nom.Pipe(any weight) 2.38 19.1 3 3 <br /> L232 2.83 22.8 15 15 <br /> *Dc=Largest Out-to-Out dimension of member(TIA-222-G,Figure 2-2) <br /> Total Factored X-Direction Wind(Appurt.&Structure): Fwx= 611 lb Wind Controls <br /> Total Factored Z-Direction Wind(Appurt.&Structure): Fwz= 477 lb Wind Controls <br /> Seismic Load,E: (TIA-222-H,Section 16.7: Seismic Load Effects) <br /> Risk Category/Structure Class: II <br /> • <br /> Seismic Design Category: D <br /> Importance Factor: I= 1.00 (TIA-222-H,Table 2-3) <br /> Site Class: D <br /> Mapped Spectral Response Acc.Parameter(Short Periods): Ss= 1.547 (ASCE 7,Section 11.4.1) <br /> Mapped Spectral Response Acc.Parameter(1 s Period): Si= 0.560 (ASCE 7,Section 11.4.1) <br /> Design Spectral Response Acc.Parameter(Short Periods): Sos= 1.238 (ASCE 7,Section 11.4.4) <br /> Design Spectral Response Acc.Parameter(1 s Period): SDI= 0.650 (ASCE 7,Section 11.4.4) <br /> Component Response Modification Factor: R= 2.0 (TIA-222-H,Section 16.7) <br /> Component Amplification Factor: = 3.0 (TIA-222-H,Sections 16.7&2.7.8.1) <br /> Overstrength Factor(req'd for anchorage to concrete): C= 1.5 (TIA-222-H,Section 2.7.9) <br /> Lateral Seismic Design Force Weight Multiplier: En/W= 1.856 (TIA-222-H,Section 2.7.7) <br /> Vertical Seismic Design Force Weight Multiplier: E /W= 0.248 (TIA-222-H,Section 2.7.7) <br /> Unfactored X-Direction Seismic Design Force: E5,x= 181 lb (TIA-222-H,Section 2.7.7) <br /> Unfactored Z-Direction Seismic Design Force: En,z= 181 lb (TIA-222-H,Section 2.7.7) <br /> Unfactored Vertical Seismic Design Force: E„= 24 lb (TIA-222-H,Section 2.7.7) <br /> Total Factored(LRFD)X-Dir Seismic Design Force: 1.0*Eo,x= 181 lb <br /> Total Factored(LRFD)Z-Dir Seismic Design Force: 1.0*En,z= 181 lb <br /> Total Factored(LRFD)Vertical Seismic Design Force: 1.0*Ev= 24 lb <br />