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Column Al f\ S <br /> o X-Direction (Horizontal) <br /> Load Inputs D 0 S 0 <br /> (From NUCOR,See <br /> Appendix) CDL 0 W 1 <br /> Lr 0 E 0 <br /> Load Combinations <br /> 1. D 0 <br /> 2. D+L 0 <br /> 3. D+(Lr or S or R) 0 <br /> 4. D+0.75L+0.75(Lr or S or R) 0 <br /> 5. D+(0.6W or 0.7E) 0.6 <br /> 6. D+0.75L+0.75(0.6W)+0.75(Lr or S or R`, 0.45 <br /> 7. D+0.75 L+0.75(0.7E)+0.75S 0 <br /> 8. 0.6D+0.6W 0.6 <br /> 9. 0.6D+0.7E 0 <br /> CO <br /> 0 <br /> 0 <br /> Worst Case 0.6 kips <br /> 2 Bracing(Perp.to X) 0 kips <br /> CD <br /> cn Y-Direction (Vertical) <br /> Load Inputs D 1 S 2 <br /> W (From NUCOR,See <br /> Appendix) CDL 1 W -2 <br /> Lr 2 E 0 <br /> Load Combinations <br /> 1. D 2 <br /> 2. D+L 2 <br /> 3. D+(Lr or S or R) 4 <br /> 4. D+0.75L+0.75(Lr or S or R) 3.5 <br /> 5. D+(0.6W or 0.7E) 2 <br /> 6. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 2.6 <br /> 7. D+0.75L+0.75(0.7E)+0.75S 3.5 <br /> 8. 0.6D+0.6W 0 <br /> 9. 0.6D+0.7E 1.2 <br /> TJ <br /> w <br /> Tension 0.0 kips <br /> Compoon 4.0 kips <br />