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Column " <br /> coX-Direction (Horizontal) <br /> o Load Inputs D 1 S 1 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. D 2 0 <br /> 2. D+L 2 0 <br /> 3. D+(Lr or S or R) 3 0 <br /> 4. D+0.75L+0.75(Lr or S or R) 2.8 0 <br /> 5. D+(0.6W or 0.7E) 3.2 2.1 <br /> 6. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 3.7 0.9 <br /> 7. D+0.75L+0.75(0.7E)+0.755 3.28 1.6 <br /> 8. 0.6D+0.6W 2.4 1.2 <br /> 9. 0.6D+0.7E 1.9 2.1 <br /> co <br /> 0 <br /> 0, <br /> • Worst Case 3.7 kips <br /> Bracing(Perp.to X) 2.1 kips <br /> D- <br /> 0 <br /> cn Y-Direction (Vertical) <br /> Fs <br /> - Load Inputs D 1 S 5 Bracing Loads W -2 <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. D 3 3 3 <br /> 2. D+L 3 3 3 <br /> 3. D+(Lr or S or R) 8 8 8 <br /> 4. D+0.75L+0.75(Lr or S or R) 6.75 6.75 6.75 <br /> 5. D+(0.6W or 0.7E) 2.3 -0.6 6.6 <br /> 6. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 4.95 4.05 9.45 <br /> 7. 0+0.75L+0.75(0.7E)+0.75S 6.225 4.65 8.85 <br /> 8. 0.6D+0.6W -0.6 •1.8 5.4 <br /> 9. 0.6D+0.7E 1.1 -1 4.6 <br /> 0 <br /> La <br /> 1.) <br /> Tension -1.8 kips <br /> Compression 9.5 kips <br />