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,�.SJ '%:�. i8i%. -186��. -.2� <br />50.67 -i.`,�, 914. -4698. -.25 <br />60.80 2. 1. 2. -.29 <br />LOA[� COMPINATION -3 t �EAD LOAP + UIN[1 LDAD RIGHT <br />AT AXIAL SHEAR BEH[�ING TkANSVERSE <br />(IN) FORCE FORCE (lR*IN) DISPL. <br />0.00 <br />10.13 <br />20.27 <br />30.40 <br />40.`3 <br />g0.b7 <br />60.80 <br />(LP) <br />-4B. <br />-41. <br />-3�. <br />_2`. <br />-17. <br />-9. <br />-1. <br />!LR> <br />1142. <br />95�. <br />76i. <br />571. <br />381. <br />190. <br />-��810. <br />-�4186. <br />-�5q91. <br />-8724. <br />-3887. <br />-979. <br />1. <br />(IN) <br />.07 <br />.O1 <br />-.OS <br />-.I1 <br />-.17 <br />-.2: <br />-.�0 <br />-��� „56 <br />-12.9: <br />.80 <br />AXIAL <br />STRESS <br />(LP/IN2) <br />-1�.66 <br />-12.72 <br />-10.64 <br />-8.�0 <br />-5.99 <br />-3.39 <br />-.56 <br />LOAI� COMAINATION -4 : DEAD LOAD + 1/2 LIVE LOAD + WIN6 LOAD LEFT <br />AT AXIAL SHEAf: FENnING TRANSVERSE AXIAL <br />(IN) FORCE FOFCE (LR*IN) PISFL. STkESS <br />tLR) (LB) (IN) (LB/IN2) <br />0.00 -171. 4214. -128439. -.06 -51.78 <br />10.13 -142. 3$12. -892:�9. -.09 -44.55 <br />20.c^7 -11:. �810. -:7157. -.1? -.46.80 <br />30.40 -84. 2107. -�2192. -.IB -28.46 <br />40.`^a �6. 140`. -14^a44. -.23 -19.47 <br />50.67 -27. 703. -3613. -.28 -9.74 <br />60.80 ^. 1. 2. -.32 .82 <br />LOAD COMHINATION -5 : nEAD LOA[1 + 1/2 LIVE LOAP + WIND LOAD RIGHT <br />AT AXIAL SHEAR BENDING TRANSVEFSE AXIAL <br />(IN) FOkCE FORCE (LB+�IN) DISFL. STRESS <br />(LR) (LR) (IN) (LR/IN2) <br />0.00 4. -1.�.4. :�770. .07 i.l� <br />10.1� 3. -lOS. 2620. .00 .89 <br />^c0.27 2. -82. 1678. -.06 .64 <br />30.40 1. -62. 946. -.12 .39 <br />40.5� . -41. 422. -.20 .10 <br />50.67 -1. -21. 107. -.26 -.21 <br />60.80 -1. -. , -,g3 -,5q <br />LOAD COMAINATIOt� -6 : PEAD LOAD + LIVE LOAD + 1/,° WIND LOAD LEFT <br />AT AXIAL SHEAF PENDING TRANSVE�iSE AXIAL <br />(IN) FOfiCE FORCE tLP+�IN) DISPL. STRESS <br />(LF) tLF) (IN> (LB/IN2) <br />0.00 -1. 56. -1721. -.02 -.3: <br />10.13 -1. 47. -1195. -.OS -.23 <br />20.27 -. ^a8. -76`. -.OB -.11 <br />30.40 . 28. -431. -.I1 .O1 <br />40.g^, . 19. -192. -.1` .14 <br />50.67 1. 9. -48. -.18 .28 <br />2338.83 <br />676.51 <br />-.�9 <br />BENpING <br />STRESS <br />(LR/IN2) <br />2805.12 <br />21�9.08 <br />1529.20 <br />965, �Z <br />�87. �0 <br />1�0.94 <br />-.13 <br />BENDING <br />STRESS <br />(LP/IN2) <br />10350.16 <br />7929.gg <br />g64.4.45 <br />3562.29 <br />1798.g5 <br />5�0.21 <br />-.34 <br />AEN�ING <br />STRESS <br />(LH/IN2) <br />-303.78 <br />-2^a2.77 <br />-165.67 <br />-104.63 <br />-52.88 <br />-15.37 <br />-.OB <br />BENDING <br />STRESS <br />(L@/IN2) <br />138.70 <br />106.23 <br />75,56 <br />47.67 <br />24.03 <br />6.89 <br />1771.99 <br />99�.�0 <br />.83 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />772.03 <br />696.11 <br />606.64 <br />�99.61 <br />369.32 <br />207.25 <br />.16 <br />SHEAF <br />STRESS <br />(Lb/IN�> <br />2848.5q <br />2568.42 <br />�2^a8.28 <br />1B4�.41 <br />1^a62.68 <br />764.71 <br />.63 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />-83.58 <br />-7g.37 <br />-65.67 <br />-54.09 <br />-39.99 <br />-22.45 <br />-.03 <br />S4EAR <br />STRESS <br />(LN/IN�) <br />3B.19 <br />34.43 <br />30.01 <br />24.71 <br />18.27 <br />10.:g <br />