Determine end reaction for Beam 1 (B-1).F1H●• L1= 20 ftL2= 6 ft• Live load = 50 psf4" Thick concrete slab (density = 150 pcf). 5/8" Thick terrazzo (12 lb/ft²/in)Beam weight = 30 lb/ft. Girder weight = 22 lb/ftF2Please round to the nearest one.One end reaction for B-1 =#G-180HF3lbsoooDOD$F4L1B-1%HF5L2AL2L2L2MacBook AirF6&F7▶11*

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Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1= 20 ft • L2= 6 ft • Live load = 50 psf . 4" Thick concrete slab (density = 150 pcf) 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 30 lb/ft . Girder weight = 22 lb/ft Please round to the nearest one. One end reaction for B-1 = lbs L1 B-1 I H L2 L2 L2 L2 H H

Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1= 20 ft • L2= 6 ft • Live load = 50 psf . 4" Thick concrete slab (density = 150 pcf) 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 30 lb/ft . Girder weight = 22 lb/ft Please round to the nearest one. One end reaction for B-1 = lbs L1 B-1 I H L2 L2 L2 L2 H 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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