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' Paqi 2 <br /> 1 1 UNIF LIVE ROOF TOP 620.0 PLF 0.000 12.000 <br /> 2 1 UNIF LIVE ROOF TOP 0.0 PLF 0.000 12.000 <br /> 3 1 UNIF LIVE ROOF TOP 98.0 PLF 0.180 2.679 <br /> 9 1 UNIF LI�IE ROOF TOP 48.Q PLF 9.321 11.820 <br /> 5 1 UNIF LIVE ROOF TOP 48.0 PLF 4.750 7.250 <br /> + INDICATES LOAD I3 BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> SECTION FORCES <br /> -------------- <br /> CASE MOMENT (LB-FT) SHEAR (LBS) LDF LOAD COMBINATIONS <br /> ---- --------------- ----------- --- ------------------------- <br /> 1 16451 4697 1.25 D+Lr <br /> 2 5622 1596 0.90 D <br /> 3 5702 1702 1.25 D+Lr <br /> 4 5702 1702 1.25 D+Lr <br /> 5 5939 1656 1.25 D+Lr <br /> UNFACTORED SUPPORT REACTIONS (LBS) USE THE3E VALUES WHEN DESIGNING CONNECTORS <br /> ----------------------------------------------------------------------------- <br /> REACTIONS FOR TOTAL LOADS <br /> ------------------------- <br /> CASE BRG#1 BRG@2 <br /> ---- ----- ----- <br /> 1 5651 5651 <br /> 2 1931 1931 <br /> 3 2037 1996 <br /> 4 1946 2037 <br /> 5 1991 1991 <br /> REACTIONS FOR DEAD LOAD <br /> ----------------------- <br /> CASE BRG�1 BRG#2 <br /> ---- ----- ----- <br /> 1 1931 1931 <br /> 2 1931 1931 <br /> 3 1931 1931 <br /> 9 1931 1931 <br /> 5 1931 1931 <br /> REACTIONS FOR LIVE LOAD <br /> ----------------------- <br /> CASE BRG#1 BRG#2 <br /> ---- ----- ----- <br /> 1 3720 3720 <br /> 2 , 0 0 <br /> 3 106 14 <br /> 4 19 106 <br /> 5 60 60 <br /> MINIMUM BEARING SIZE3 (IN) <br /> BRG# 1 BRG# 2 <br /> -------- -------- <br /> 2.153 2.153 <br /> LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION <br /> CASE SPAN ACTUAL ALLOW. L/3 ACTUAL ALLOW. L/? IN3TANT LONG-TERM <br /> ---- ---- ------ ------ -------- ------ ------ -------- ------- ------------ <br /> 1 1 0.309 0.591 L/959 0.969 0.788 L/302 <br /> 2 1 0.000 0.591 0.160 0.788 L/889 0.160 0.241 <br /> 3 1 0.003 0.591 T./52221 0.163 0.788 L/870 <br /> 4 1 0.003 0.591 L/52221 0.163 0.788 L/870 <br /> 5 1 0.008 0.591 L/17659 0.168 0.788 L/842' <br /> **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CA3E 2 **** <br /> **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOU3. **** <br />