Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 I I G-1 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 = lbs lbs ㄒㄩˊㄒㄒㄧㄥ L2 L2 L2 L2 +

Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 I I G-1 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 = lbs lbs ㄒㄩˊㄒㄒㄧㄥ L2 L2 L2 L2 +

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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