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Aryam Design & Build <br />Project <br />1513 McFadden <br />Job Ref. <br />25073 <br />Section <br />(E) 6x12 CHK for ROOF DL+LL <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 />0.160 <br />Self weight included <br />Seismic Dead Roof Live <br />ft 20 <br />1A B <br /> <br />Bending Moment Envelope <br />0.0 <br />12.769 <br />kip_ft <br />ft 20 <br />1A B <br />12.8 <br /> <br />Shear Force Envelope <br />0.0 <br />2.554 <br />-2.554 <br />kips <br />ft 20 <br />1A B <br />2.6 <br />-2.6 <br /> <br />Applied loading <br />Beam loads <br />Dead self weight of beam  1 <br />Roof DL Dead full UDL 80 lb/ft <br />Roof LL Roof Live full UDL 160 lb/ft <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