Determine End Reactions For Beam B 1 And Girder G 1 L1 B 1 I I I L1 24 Ft L2 6 Ft Live Load 45 Psf G 1 H H L2 1 (37.07 KiB) Viewed 16 times
Determine End Reactions For Beam B 1 And Girder G 1 L1 B 1 I I I L1 24 Ft L2 6 Ft Live Load 45 Psf G 1 H H L2 2 (29.25 KiB) Viewed 16 times
Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 I I I • L1= 24 ft • L2= 6 ft • Live load = 45 psf G-1 H H L2 L2 L2 L2 I
• 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 = 7800 lbs One end reaction for G-1 = Please answer all parts of the question. lbs
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