- Determine End Reactions For Beam B 1 And Girder G 1 L1 B 1 H H L1 24 Ft L2 6 Ft Live Load 30 Psf 4 Thick Con 1 (72.62 KiB) Viewed 20 times
Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 H H • L1= 24 ft • L2= 6 ft Live load = 30 psf • 4" Thick con
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Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 H H • L1= 24 ft • L2= 6 ft Live load = 30 psf • 4" Thick con
Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 H H • L1= 24 ft • L2= 6 ft Live load = 30 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 = One end reaction for G-1 = G-1 lbs lbs H L2 L2 L2 L2 H *
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