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� <br /> ; `�aQi 2 �°- 1 <br /> • <br /> 1 1 UNIF LIVE ROOF TOP 426.7 PLF 0.000 6.000 <br /> 2 1 UNIF LIVE ROOF TOP 0.0 PLF 0.000 6.000 <br /> 3 1 UNIF LIVE ROOF TOP 98.0 PLF 0.125 2.625 <br /> 4 1 UNIF LIVE ROOF TOP 48.0 PLF 3.375 5.875 <br /> 5 1 UNIF LIVE ROOF TOP 48.0 PLF 1.750 9.250 <br /> + INDICATES LOAD IS BA3ED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> SECTION FORCES • <br /> -------------- <br /> CASE MOMENT (LH-FT) 3HEAR (LBS) LDF LOAD COMBINATIONS <br /> 1 2802 1401 1.25 D+Lr <br /> 2 961 486 0.90 D <br /> 3 1042 579 1.25 D+Lr <br /> 4 1042 579 1.25 D+Lr <br /> 5 1100 546 1.25 D+Lr <br /> UNFACTORED SUPPORT REACTION3 (LBS) USE THE3E VALUES WHEN DE3IGNING CONNECTORS <br /> ----------------------------------------------------------------------------- <br /> REACTION3 FOR TOTAL LOADS <br /> ------------------------- <br /> CASE BRG#1 BRG�2 <br /> 1 1949 1949 <br /> 2 669 669 <br /> 3 761 696 <br /> 4 696 761 <br /> 5 729 729 <br /> REACTIONS FOR DEAD LOAD <br /> ----------------------- <br /> CA3E BRG#1 BRG�k2 <br /> 1 669 669 <br /> 2 669 669 <br /> 3 669 669 <br /> 9 669 669 <br /> 5 669 669 <br /> REACTIONS FOR LIVE LOAD <br /> ----------------------- <br /> CASE BRGS1 BRG�2 <br /> 1 1260 1280 <br /> 2 0 0 <br /> 3 93 28 <br /> 4 28 93 <br /> 5 60 60 <br /> MINIMUM BEARING SIZES (IN) <br /> BRG� 1 BRG� 2 <br /> -------- -------- <br /> 1.500 1.500 <br /> LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION <br /> CASE 3PAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG-TERM <br /> ---- ---- ------ ------ -------- ------ ------ -------- ------- ------------ <br /> 1 1 0.029 0.294 L/2410 0.045 0.392 L/1583 <br /> 2 1 0.000 0.294 0.015 0.392 L/4614 0.015 0.023 <br /> 3 1 0.001 0.299 L/52317 0.017 0.392 L/4252 <br /> 4 1 0.001 0.294 L/52317 0.017 0.392 L/4252 <br /> 5 1 0.002 0.294 L/33709 0.017 0.392 L/4058 <br /> **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CA3E 2 **** <br /> *�** TOTAL LOAA DEFLECTION SHOWN IS INSTANTANEOU3. **** <br />