Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 • L1= 24 ft • L2 = 6 ft 'I G-1 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 One end reaction for G-1 = lbs Please answer all parts of the question. I H L2 L2 L2 L2 I H

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine end reactions for Beam B-1 and Girder G-1.
B-1
1
F1
• 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 =
lbs
One end reaction for G-1 =
lbs
Please answer all parts of the question.
20
DOO
000
F2
@
2
JAL
#3
G-1
F3
54
$
F4
%
5
F5
L2
L2
L2
L2
MacBook Air
F6
A
6
&
7
F7
11
► 11
*
8
F8
F9
Transcribed Image Text:Determine end reactions for Beam B-1 and Girder G-1. B-1 1 F1 • 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 = lbs One end reaction for G-1 = lbs Please answer all parts of the question. 20 DOO 000 F2 @ 2 JAL #3 G-1 F3 54 $ F4 % 5 F5 L2 L2 L2 L2 MacBook Air F6 A 6 & 7 F7 11 ► 11 * 8 F8 F9
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