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1 <br />0 <br />60.80 1. <br />. -.21 .�3 <br />LDAD COMBINATION -7 t PEAD LOAD + LIVE LOAD + 1/2 MIND LOAD RIGHT <br />AT AXIAL SHEAR BENDSNG TFANSVEkSE AXIAL <br />(IN) FORCE FORCE (LBxIN> DISPL. STkESS <br />(LR) (LR) (IN) tlP/IN2> <br />0.00 86. -2113. 64�83. .0� 26.12 <br />10.13 72. -1761. 44734. -.00 22,q9 <br />�0.^c7 S7, -1408. 28652. -.O5 18.61 <br />30.q0 �3, -10`6. 161a^B. -.09 14.4? <br />40.53 28. -704, 7191. -.13 9.92 <br />`0.67 14. -3`2. 1812. -.IB `.OS <br />60.80 -1. -. -. -.21 -.^c5 <br />MEMAER NUMREF . ( FROM JOINT 2TOJOINT 4) <br />LOAD COMBINATION 1: DEAP LOAD + LIVE l.OAG <br />AT AXIAL SHEAk AEN�ING TFANSVEFSE <br />(IN) FORCE FORCE (L@+�IN) �ISPL. <br />(LA) (LB) (IN> <br />0.00 <br />21.89 <br />43.79 <br />65.68 <br />87.58 <br />109.47 <br />1:�1.^a7 <br />-838. <br />-796. <br />-753. <br />-710. <br />-667. <br />-625. <br />-582. <br />6431. <br />`410. <br />4^a89. <br />3368. <br />2347. <br />1:�26. <br />305, <br />-160867. <br />-a^1268. <br />7gq99. <br />16091`. <br />223478. <br />26^a690. <br />281551. <br />-.O1 <br />•-. G7 <br />-.13 <br />-.19 <br />-.�3 <br />-.27 <br />-.28 <br />LOAD COMRINATIOM -,�. : �EAP LOAD + WINIi LOAD LEFT <br />AT AXIAL SHEAR RENDING TFANSVERSE <br />(IN) FORCE FOkCE (LR+�IN) PISPL. <br />(LB) (LB) (IN) <br />0.00 `31. 4`64. -110969. .06 <br />21.89 -549. 3934. -17948. .O1 <br />45.79 -566. 3:04. 61280. -.06 <br />65,68 -58�, 2674. 126715. -.11 <br />87.58 -600. 2044. 178357. -.16 <br />109.47 -618. 1414. 216205. -.19 <br />131.37 -b^a`. 784. 240261. -.21 <br />AXIAL <br />STRESS <br />(LE/IN2) <br />-2g..77 <br />-�24.10 <br />-198.28 <br />-175,61 <br />-155,55 <br />-137.67 <br />-121.63 <br />AXIAL <br />STRESS <br />(LR/IN2) <br />-160.8` <br />-15q,53 <br />-149.0^a <br />-144.20 <br />-139,9�'. <br />-136.11 <br />-132.69 <br />LOAL COMRINATION -3 : DEAD LOAO + WIN[� LOA� RIGHT <br />AT AXIAL SHEAR BEMI+SNG TFANSVERSE AXIAL <br />(IN) FORCE FORCE (LR�IN> DISPL. STRESS <br />(LF) (LA> (IN) (LB/IN2) <br />0.00 -209. 2187. 16`277. -,07 -63.40 <br />-.OB <br />BENDING <br />STRESS <br />(lR/IN2) <br />-518B.27 <br />-3974.96 <br />-2828.50 <br />-1785,79 <br />-901.69 <br />-�60.90 <br />•OJ <br />AENIiING <br />STkESS <br />(LA/IN2) <br />12964.99 <br />2076.13 <br />-425q.5g <br />-77:�0.27 <br />-9342.82 <br />-9703.6'� <br />-9207.09 <br />BENPING <br />STRESS <br />(LB/IN�) <br />6942.40 <br />1191.70 <br />-3430.g8 <br />-6087.34 <br />-74`6.46 <br />-7956.22 <br />-78`6.84 <br />PENDING <br />STRESS <br />(LB/IN2) <br />-13�18.79 <br />.00 <br />SHEAR <br />STRESS <br />(LP/IN21 <br />-i�z�.ee <br />-12B7. �7 <br />-1121.97 <br />-92�.03 <br />-68:.07 <br />-38^a.33 <br />-.33 <br />SHEAF <br />SiRESS <br />(LE/IN2i <br />4346.43 <br />^a134.06 <br />22.'.4.78 <br />1`17.56 <br />951.78 <br />48B.67 <br />10:i.12 <br />SHEAR <br />STRESS <br />(LB/IN�) <br />30B4.`^o <br />2278.90 <br />167q.67 <br />1204.72 <br />828.76 <br />521.15 <br />264.81 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />1�78.32 <br />