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Aryam Design & Build <br />Project <br />1513 McFadden <br />Job Ref. <br />25073 <br />Section <br />HVAC beam <br />Sheet no./rev. <br /> 1 <br />Calc. by Date Chk'd by Date App'd by Date <br />STRUCTURAL WOOD MEMBER ANALYSIS & DESIGN (NDS) <br />In accordance with the ANSI/AF&PA NDS-2018 using the ASD method <br />Tedds calculation version 1.7.10 <br />Unfactored Loads <br />0.0 <br />0.442 <br />Self weight included <br />Seismic Dead <br />ft 8 <br />1A B <br /> <br />Bending Moment Envelope <br />0.0 <br />0.668 <br />kip_ft <br />ft 8 <br />1A B <br />0.7 0.7 <br /> <br />Shear Force Envelope <br />0.0 <br />0.334 <br />-0.334 <br />kips <br />ft 8 <br />1A B <br />0.3 0.3 <br />-0.3 <br /> <br />Applied loading <br />Beam loads <br />Dead self weight of beam  1 <br />HVAC Seismic point load 442 lb at 24.00 in <br />HVAC Seismic point load 442 lb at 72.00 in <br />Load combinations <br />Load combination 1 Support A Seismic  0.70 <br />Dead  1.00 <br />Roof Live  0.00 <br />Span 1 Seismic  0.70 <br />Dead  1.00 <br />Roof Live  0.00 <br />Support B Seismic  0.70 <br />Dead  1.00