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11.0,\lk4 bed r <br /> A Column Al <br /> 0 <br /> `c) X-Direction (Horizontal) <br /> Load Inputs D 0 S 0 Sds 1.17 <br /> (From NUCOR,See <br /> Appendix) CDL 0 W 1 <br /> Lr 0 E 0 <br /> Load Combinations <br /> 1. 1.4D 0 <br /> 2. 1.2D+1.6L+.5(Lr or S or R) 0 <br /> 3. 1.2D+1.6(Lr or S or R)+(L or .5W) 0.5 <br /> 4. 1.20+1.0W+L+0.5(Lr or S or R) 1 <br /> 5. (1.2+0.2Sds)D+2.5 E+L+.2S 0.0 <br /> 6. 0.9D+1.OW 1 <br /> c, 7. (0.9-0.2Sds)D+2.5E+1.6H 0.0 <br /> 0 <br /> 5 <br /> Worst Case 1.0 kips <br /> ca- <br /> Bracing (Perp.to X) 0 kips <br /> CD <br /> cn <br /> 5 Y-Direction (Vertical) <br /> W Load Inputs D 1 S 2 Sds 1.17 <br /> (From NUCOR, See <br /> Appendix) CDL 1 W -2 <br /> lr 2 E 0 <br /> Load Combinations <br /> 1. 1.4D 2.8 <br /> 2. 1.2D+1.6L+.5(Lr or S or R) 3.4 <br /> 3. 1.2D+1.6(Lr or S or R)+(L or.5W) 4.6 <br /> 4. 1.2D+1.OW+L+0.5(Lr or S or R) 1.4 <br /> 5. (1.2+0.2Sds)D+2.5E+L+.2S 3.3 <br /> 6. 0.9D+1.0W -0.2 <br /> 7. (0.9-0.2Sds)D+2.5E+1.6H 1.3 <br /> - Tension -0.2 kips <br /> Compression 4.6 kips <br /> 410 <br /> • • <br />