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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Trimar Engineering <br />CM <br />Better Buzz PO Menu & Canopy <br />Checked By : CM <br />RISA-3D Version 22 [ Better Buzz PO Menu & Canopy.r3d ] Page 18 <br />Load Combinations (Continued) <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor Factor <br />32 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELX -0.7 <br />33 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELZ -0.7 <br />34 ASCE Strength 1 Y DL 1.4 <br />35 ASCE Strength 2 Y DL 1.2 RLL 0.5 <br />36 ASCE Strength 3 Y DL 1.2 RLL 1.6 2 0.5 <br />37 ASCE Strength 3 Y DL 1.2 RLL 1.6 3 0.5 <br />38 ASCE Strength 3 Y DL 1.2 RLL 1.6 4 0.5 <br />39 ASCE Strength 3 Y DL 1.2 RLL 1.6 5 0.5 <br />40 ASCE Strength 3 Y DL 1.2 RLL 1.6 6 0.5 <br />41 ASCE Strength 3 Y DL 1.2 RLL 1.6 7 0.5 <br />42 ASCE Strength 4 Y DL 1.2 2 1 RLL 0.5 <br />43 ASCE Strength 4 Y DL 1.2 3 1 RLL 0.5 <br />44 ASCE Strength 4 Y DL 1.2 4 1 RLL 0.5 <br />45 ASCE Strength 4 Y DL 1.2 5 1 RLL 0.5 <br />46 ASCE Strength 4 Y DL 1.2 6 1 RLL 0.5 <br />47 ASCE Strength 4 Y DL 1.2 7 1 RLL 0.5 <br />48 ASCE Strength 5 Y DL 0.9 2 1 <br />49 ASCE Strength 5 Y DL 0.9 3 1 <br />50 ASCE Strength 5 Y DL 0.9 4 1 <br />51 ASCE Strength 5 Y DL 0.9 5 1 <br />52 ASCE Strength 5 Y DL 0.9 6 1 <br />53 ASCE Strength 5 Y DL 0.9 7 1 <br />54 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELX 1 <br />55 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELZ 1 <br />56 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELX -1 <br />57 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELZ -1 <br />58 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELX 1 <br />59 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELZ 1 <br />60 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELX -1 <br />61 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELZ -1 <br />Member Area Loads (BLC 2 : Wind Load Case A1) <br />Node A Node B Node C Node D Direction Load DirectionA Magnitude [ksf]B Magnitude [ksf]C Magnitude [ksf]D Magnitude [ksf]Exclude Braces <br />1 N16 N22 N23 N15 Perp Two Way 0.0188 0.0188 0.0188 0.0188 <br />2 N10 N16 N15 N11 Perp Two Way 0.0232 0.0232 0.0232 0.0232 <br />3 N4 N9 N8 N7 Perp Two Way 0.0233 0.0233 0.0233 0.0233 <br />4 N2 N5 N6 N3 Perp Two Way 0.0254 0.0254 0.0254 0.0254 <br />Member Area Loads (BLC 3 : Wind Load Case B1) <br />Node A Node B Node C Node D Direction Load DirectionA Magnitude [ksf]B Magnitude [ksf]C Magnitude [ksf]D Magnitude [ksf]Exclude Braces <br />1 N16 N22 N23 N15 Perp Two Way 0.0261 0.0261 0.0261 0.0261 <br />2 N10 N16 N15 N11 Perp Two Way 0.0087 0.0087 0.0087 0.0087 <br />3 N4 N9 N8 N7 Perp Two Way 0.0233 0.0233 0.0233 0.0233 <br />4 N2 N5 N6 N3 Perp Two Way 0.0254 0.0254 0.0254 0.0254 <br />Member Area Loads (BLC 4 : Wind Load Case A2) <br />Node A Node B Node C Node D Direction Load DirectionA Magnitude [ksf]B Magnitude [ksf]C Magnitude [ksf]D Magnitude [ksf]Exclude Braces <br />1 N16 N22 N23 N15 Perp Two Way -0.0188 -0.0188 -0.0188 -0.0188 <br />2 N10 N16 N15 N11 Perp Two Way -0.013 -0.013 -0.013 -0.013 <br />3 N4 N9 N8 N7 Perp Two Way -0.0233 -0.0233 -0.0233 -0.0233 <br />4 N2 N5 N6 N3 Perp Two Way -0.0254 -0.0254 -0.0254 -0.0254 <br />Member Area Loads (BLC 5 : Wind Load Case B2) <br />Node A Node B Node C Node D Direction Load DirectionA Magnitude [ksf]B Magnitude [ksf]C Magnitude [ksf]D Magnitude [ksf]Exclude Braces <br />1 N16 N22 N23 N15 Perp Two Way 0 0 0 0 <br />2 N10 N16 N15 N11 Perp Two Way -0.0275 -0.0275 -0.0275 -0.0275