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a+v�s <br /> CASE` MOHENT (LB-Ff) 9H2AR (199) LDF IAAD COHBINATION3 <br /> '_� __"'t.-_-"_� �.."'�_"_ _-,-_ ___�_'_"__..____________ <br /> 1 6188 1180 1.25 D+Lr <br /> 2 2239 C31 0.90 D <br /> 3 2318 542 1.25 D+Li <br /> 9 2318 542 1.25 D+Lr <br /> 5 2768 491 1.25 D+Lr <br /> UNFACTORED SOPPORT AEACTION9 (LBS) USE THE36 VALtlE3 NH6N DESIGNING CONNECTORS <br /> __.r�__"__'�_�_______�___'____—_—'_—__—_'_'_'_'_"_____"___ <br /> REACTLOR73 FOR TOTAL LOAD9 <br /> "...�___"_'__'_ <br /> CAS6 BRGil 8RG#2 ' <br /> 1 1320 1320 <br /> 2 478 Q7B <br /> 3 589 4B6 <br /> 4 186 589 <br /> 5 538 539 <br /> REACTION3 FOR DEAD LMD <br /> CA96 BRGil 6RG42 <br /> 1 978 478 <br /> 2 478 478 <br /> 3 978 478 <br /> 4 ��8 478 <br /> 5 C78 678 <br /> REACTIONS FDR LIVE LOAD <br /> CA9E BAG4IYBAGi2 <br /> 1 892 842 <br /> a o 0 <br /> 3 111 9 <br /> 4 9 111 <br /> 5 60 60 <br /> MLNIMILA BEARING SIZE9 (IN) <br /> —________________'-.—_"' <br /> BAG# 1 BAGi 2 <br /> 1.500 1.500 <br /> LIVE LOAD DEFL6CTION TOTAL IAAD DEFLECTION - DEAD LOAD D6FLEGTION <br /> CA9E 9PAN ACTUAL ALLOW. L/? ACTUAL ALi.�. L/?� INBTANT LONG-TSRM <br /> _'__ "'_ ___'_' ______ '______' __'_� __'_'_ _ �___� ___ __' <br /> 1 1 0.541 0.949 L/419 0.847 1.258 L/267 <br /> 2 1 0.000 0.999 0.307 1.258 L/739 0.307 0.460 <br /> 3 1 0.013 0.944 L/17333 0.319 1.258 L/709 <br /> 9 1 0.013 0.944 L/17333 0.319 1.259 L/709 <br /> 5 1 0.062 0.949 L/3657 0.368 1.25B L/615 <br /> •�• FOA DLAD LOAD DBFLECTIOH DATA 9EE fAAD CASE 2 * a• <br /> **�* TOTAL LOAD DEF7.�CTION $HONH 29 IN9TANT11H60U9. **`� <br /> • ALIAWABLE DEk7.6C1'SONS ARE BASE� ON THE D69IGN SPAN 7:ENGTH (L) OA <br /> TWICE TflE LENGTH EY1A CANTILBVERS (2L). <br /> 9TR&99 INDIC&9 CA36 M32 V9I <br /> �________'__' ____ '�_' _'__ <br /> 1 0.50 0.24 <br /> 2 0.25 0.12 <br /> 3 0.19 0.11 <br /> 9 0.19 0.11 <br /> 5 0.22 0.10 <br /> 9LENDERNESS RATIO= fi.79 LIMIT e 10.00 <br /> .. .._ . .. . . .. . ._ . ._. ... _. . ... . .. . <br />