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
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Determine end reaction for Beam 1 (B-1).
F1
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
F2
Please round to the nearest one.
One end reaction for B-1 =
#
G-1
80
H
F3
lbs
ooo
DOD
$
F4
L1
B-1
%
H
F5
L2
A
L2
L2
L2
MacBook Air
F6
&
F7
▶11
*
Transcribed Image Text:Determine end reaction for Beam 1 (B-1). F1 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 F2 Please round to the nearest one. One end reaction for B-1 = # G-1 80 H F3 lbs ooo DOD $ F4 L1 B-1 % H F5 L2 A L2 L2 L2 MacBook Air F6 & F7 ▶11 *
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