ion Determine end reactions for Beam B-1 and Girder G-1. L1 H B-1 G-1 H H • L1= 24 ft • L2= 6 ft • Live load = 35 psf 4"

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ion Determine end reactions for Beam B-1 and Girder G-1. L1 H B-1 G-1 H H • L1= 24 ft • L2= 6 ft • Live load = 35 psf 4"

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Ion Determine End Reactions For Beam B 1 And Girder G 1 L1 H B 1 G 1 H H L1 24 Ft L2 6 Ft Live Load 35 Psf 4 1
Ion Determine End Reactions For Beam B 1 And Girder G 1 L1 H B 1 G 1 H H L1 24 Ft L2 6 Ft Live Load 35 Psf 4 1 (42.1 KiB) Viewed 25 times
ion Determine end reactions for Beam B-1 and Girder G-1. L1 H B-1 G-1 H H • L1= 24 ft • L2= 6 ft • Live load = 35 psf 4" Thick concrete slab (density = 150 pcf) . 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 35 lb/ft • Girder weight = 26 lb/ft Please round to the nearest one. One end reaction for B-1 = 7080 lbs One end reaction for G-1 = Please answer all parts of the question. lbs H 44 L2 L2 L2 L2 I
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