Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 9 I G1 A1 B-I- C1 B3 B1 40' —— 2 A2 -I- I G2 I C2 B4 B2 30¹ G3 C3 3 -I A3 I 2@13' = 26' 2@13' = 26'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Dead load on beams
Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in
the floor (do not include the self-weight of beams in this problem). Compute the
distributed dead load in lbs/ft on Beam B4 related to the dead load
000
F4
G1
H
A1
C1
I
DA
F5
B3
B1
40'
F6
2
A2
-I-
G2
I
C2
&
B4
B2
30'
VA
F7
A3
-I
G3
2@13' = 26'
2@13'= 26'
DII
F8
DD
F9
J
Transcribed Image Text:$ Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 000 F4 G1 H A1 C1 I DA F5 B3 B1 40' F6 2 A2 -I- G2 I C2 & B4 B2 30' VA F7 A3 -I G3 2@13' = 26' 2@13'= 26' DII F8 DD F9 J
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