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P� 2 <br /> 4 1 UNIF LIVE ROOF TOP 96.0 PLF 12.208 1�.708 <br /> 5 1 ONIF LIVE R�F TOP 96.0 PLF 5.875 8.375 <br /> 6 R ONIF LIVE ROOF TOP 96.0 PLF 0.000 2.500 <br /> + INDICATES IAAD IS BASED ON SPACING AHD INPUT LIVE OR DEAD IA)A� PBF. <br /> S&CPION FORCES <br /> CASE HOt9:N7 (LB-Ff) SHEAR (LBS) LD6 LOAD COEIDINATIONS <br /> ____ �____�_..__� �_�______ __� W�_"�'_'______'�___ � <br /> 1 4115 1215 1.25 D+Lx <br /> 2 772 22B 0.90 D <br /> 3 941 434 1.2$ D+Lx <br /> 4 9�0 416 1.25 D+Ls <br /> 5 1581 343 1.25 D+Lr <br /> 6 633 315 1.25 D+L= <br /> UNFACTORED SOPPOAT RBACfI0N9 (LB8) U9E THE9E VALVE9 WHEN DEBIGNZNG CONNECTORS <br /> ��_-__-"'�_________'_�"__'__'^__-_""_'__'__________ <br /> REAC.RION9 C^DR TOTAL LOAD9 <br /> CASE BAG�1 BRG�2 ^ <br /> 1 � 1167 1633 <br /> 2 219 306 <br /> 3 437 328 <br /> 9 243 522 <br /> 5 345 420 <br /> 6 199 566 <br /> A6ACfI0N9 FOR DEAD LOAD <br /> CA9E HRG41 BAGM2 <br /> 1 219� 306 <br /> 2 219 306 <br /> 3 219 306 <br /> 4 219 306 <br /> 5 219 306 <br /> 6 219 306 <br /> AEACTIONS FOR LIVE LOAD <br /> CABE BRGA1 BR6#2 <br /> 1 946 1327 <br /> 2 0 0 <br /> 3 218 22 <br /> 4 25 215 <br /> 5 126 114 <br /> 6 -20 260 <br /> HAXIMUM UNFACTORED 9UPPORT AEACTIOHS (PLF) USE THE9E VALOE9 NHEN TRAN9TERRING IAAD9 <br /> '_"__'___""__"_'______'_______'____'________�_'�"____��________�_'__� <br /> BRGil: 589 BRGt2: 81� <br /> MINIMUM BEAitING SI2E3 (INj <br /> _'_�___"'___�'__'_'__'_' <br /> BRGti 1 BRG# 2 <br /> 1.500 3 500 <br /> LIYL+ LOAD DEFLECTION TOTAL LOAD DBET.ECTION DPJ� LOAD DEFLECTION <br /> CA96 9YAP1 ACTUAL ALLON. L/T ACTUAL ALLOiI. L/7' IN9TANT LONG-TERlf <br /> '_"^ ___ __�' '_____ '___'___ '__�_ ___A �_�__ �____ ______'�� <br /> 1 1 0.426 0.739 L/416 0.529 0.985 L/338 <br /> 1 A -0.161 0.250 2L/371 -0.198 0.333 2L/304 <br /> 2 1 0.000 0.739 0.098 0.985 L/1803, 0.098 0.147 <br /> 2 R 0.000 0.25� -0.037 0.333 2L/1619 -0.037 -0.056 <br /> 3 1 0.024 0.739 I./7380 0.121 0.985 L/1462 <br /> 3 R -0.008 0.250 2L/7382 -0.045 0.333 2L/1327 <br /> . . ._ _ . _ .. . . .. . . . . . .. . . .. .. . .. . . . .... . . <br />