Determine end reactions for Beam B-1 and Girder G-1.• 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/ftGirder weight = 26 lb/ftPlease round to the nearest one.One end reaction for B-1 =One end reaction for G-1 =G-180F3lbslbs000000 FAL1B-1HXL2:)L2L2L2MacBook AirH

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Determine end reactions for Beam B-1 and Girder G-1. I I • L1= 24 ft • L2 = 6 ft 't One end reaction for G-1 = G-1 H 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 = lbs lbs L1 B-1 I L2 L2 L2 L2 + H

Determine end reactions for Beam B-1 and Girder G-1. I I • L1= 24 ft • L2 = 6 ft 't One end reaction for G-1 = G-1 H 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 = lbs lbs L1 B-1 I L2 L2 L2 L2 + H

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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