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
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J
Determine end reactions for Beam B-1 and Girder G-1.
L1
B-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 =
20
F1
F2
@
#3
#
F3
G-1
lbs
54
lbs
000
000, F4
$
5
F5
L2
L2
L2
L2
MacBook Air
@
^
6
F6
87
F7
► 11
*
8
F8
F9
Transcribed Image Text:J Determine end reactions for Beam B-1 and Girder G-1. L1 B-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 = 20 F1 F2 @ #3 # F3 G-1 lbs 54 lbs 000 000, F4 $ 5 F5 L2 L2 L2 L2 MacBook Air @ ^ 6 F6 87 F7 ► 11 * 8 F8 F9
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