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AT <br />(IN) <br />0.00 <br />21.8^a <br />43.67 <br />65,50 <br />87.3:; <br />109.17 <br />131.00 <br />AXIAL <br />FORCE <br />(LN) <br />-7941. <br />-7941. <br />-7941. <br />-7941. <br />-7941. <br />-7941. <br />-7941. <br />SHEAR <br />FORCE <br />(LA) <br />373. <br />967. <br />1561. <br />215g, <br />2749. <br />3342. <br />3936. <br />AENUING <br />(LB�cIN) <br />-.'.82268. <br />-�67639. <br />-2400A3. <br />-199482. <br />^145955, <br />-79462. <br />-2. <br />TFANSVERSF <br />P1SFl. <br />(IN) <br />1.56 <br />1.44 <br />1.37 <br />1.12 <br />.82 <br />.42 <br />.00 <br />AXIAL <br />STRESS <br />(LP/IN2> <br />-2675.57 <br />-267`.SB <br />-2675.58 <br />-2675.g7 <br />-2675,57 <br />-2675,57 <br />-267g,57 <br />LOAI� COMRIMATION -b � PEAD LOAD + LIVE LOAD + 1/2 WINI� LOAD LEFT <br />AT AXIAL SHEAF BENpING TRANSVEF5E AXIAL <br />(IN) FORCE FOFCE (LB*IN> DISPL. STRESS <br />(LB) (LB) (IN) (LF/IN�) <br />0.00 -6972. 707. -1?712. -.76 -2:49.27 <br />21.8^a -6972. 522. -6297. -.64 -2349.�7 <br />4^a.67 -6972. 336. ^a066. .51 -�'.'�49.27 <br />6`.`0 -697^c. 1`0. 8:378. -.39 -2349.28 <br />87.35 -6972. -^a5. 96^u7. -.27 -�^a49.28 <br />109.17 -6972. -221. 684g, -.1� -2349.28 <br />131.00 -6972. -406. 1. -.00 -2F�49.28 <br />PENDING <br />STRESS <br />(LA/IN2) <br />3123�.95 <br />29616.11 <br />26562.�9 <br />2�07�.30 <br />16150.91 <br />879�.01 <br />.26 <br />PENPING <br />STRESS <br />(LB/IN2) <br />2181.29 <br />696.8^a <br />-:39.29 <br />-9�7.04 <br />-1066.41 <br />-757.44 <br />-.07 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />326.35 <br />845,78 <br />1365.26 <br />188�.72 <br />2�0� .17 <br />2928.63 <br />3�43.08 <br />SHEAR <br />STRESS <br /><lP/IN2) <br />618.62 <br />�56.30 <br />293.96 <br />131.63 <br />-30.70 <br />-193.03 <br />-355.36 <br />LOAD COMBINATION -7 : PEAP LOAL + LIVE LOAU + 1/2 W1ND LOAD FIGHT <br />AT PXIAL SHEAR RENDIMG TFANSVEfiSE AXIAL F�N�ING SHEAF <br />(IN) FORCE FOFCE (LP�IN> PISPL. STRE°� STRESS STRESS <br />(LB) (LR) (IN) a/IN2) tLP/IN2) (LP/IN2) <br />0.00 -8166. 598. -19498�. .74 -2751.54 21576.28 52�.73 <br />21.8c: -8166. 89`. -178694. .7c: -27`1.54 19773.73 782.45 <br />43.67 -8166. 1191. -155921. .%1 'L%JI.S� 17253.80 1042.19 <br />6`.`0 -8166. 1488. -126666. .`9 -27`1.5q 14016.45 1301.9� <br />87.�3 -8166. 1785, -909�7. .43 -2751.5q 10061.73 1561.64 <br />109.17 -8166. 2082. -4fl706. .22 -27`1.`4 5:�89.6` 1821.37 <br />131.00 -8166. 2:379. -1. .00 -27`�1.54 .14 20B1.10 <br />1 <br />COMMEkCIAL BUILDING COM�ONENTS, INC. F'.0. BOX 1009, LATHFOF, CA 9`3�0. (209) 983-0910 <br />------------------------------------------------------------------------------------------- <br />A L L 0 W A R L E 5 T F E S S E 5 <br />M E M B E f� T Y P E 1 <br />AT <br />(IN) <br />0.00 <br />21. 8'.'• <br />�:i.67 <br />TENSION COMFRESSION <br />(LR/IN2) (LB/IN2> <br />30000.00 23591.44 <br />30000.00 2E+`91.44 <br />°0000.00 23`91.44 <br />INN. FLAN. <br />RENIQNG <br />(LR/IN2) <br />30000.00 <br />,'•0000. 00 <br />30U00.00 <br />OUT. FLAN. <br />NENDING <br />(LE/IN2) <br />30000.00 <br />30000.00 <br />30000.00 <br />EULEF <br />(LP/IN2) <br />4979�.72 <br />q9795.72 <br />�9795.72 <br />SHEAR <br />(LP/IN2) <br />1778:.32 <br />1778c�. 32 <br />17783.32 <br />