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A Column C2 <br /> 0 <br /> 0, <br /> `° X-Direction (Horizontal) <br /> Load Inputs D 1 S 1 Sds 1.17 Bracing Loads W 2 D 0 <br /> (From NUCOR, See <br /> Appendix) CDL 1 W 2 E 3 S 0 <br /> Lr 1 E 1 <br /> Load Combinations With Bracing <br /> 1. 1.4D 2.8 <br /> 2. 1.20+1.6L+.5(Lr or S or R) 2.9 <br /> 3. 1.2D+1.6(Lr or S or R)+(L or.5W) 5 1 <br /> 4. 1.2D+1.0W+L+0.5(Lr or S or R) 4.9 2 <br /> 5. (1.2+0.2 Sd s)D+2.5 E+L+.25 5.6 7.5 <br /> 6. 0.9D+1.0W 3.8 2 <br /> co <br /> 7. (0.9-0.2Sds)D+2.5E+1.6H 3.8 7.5 <br /> 0 <br /> 0 <br /> ca Worst Case 5.6 kips <br /> Bracing(Perp. to X) 7.5 kips <br /> co <br /> 5 Y-Direction (Vertical) <br /> Load Inputs D 1 S 5 Sds 1.17 Bracing Loads W -2 <br /> co <br /> (From NUCOR,See <br /> Appendix) CDL 2 W -4 E -3 <br /> Lr 5 E -1 <br /> Load Combinations With Bracing Compression <br /> 1. 1.4D 4.2 4.2 <br /> 2. 1.2D+1.6L+.5(Lr or S or R) 6.1 6.1 <br /> 3. 1.2D+1.6(Lr or S or R)+(L or.5W) 9.6 8.6 14.6 <br /> 4. 1.2D+1.0W+L+0.5(Lr or S or R) 2.1 0.1 12.1 <br /> 5. (1.2+0.2Sds)D+2.SE+L+.2S 2.8 -4.7 15.3 <br /> 6. 0.9D+1.0W -1.3 -3.3 8.7 <br /> 7. (0.9-0.2Sds)D+2.5E+1.6H -0.5 -8.0 12.0 <br /> Tension -8.0 kips <br /> Clig Compression 15.3 kips <br /> Cli <br /> III III III <br />