-6 @ - 6.67' = 40 C4 (A) I B2 GI B3 B4 2 @ 10'= 20' C2 (B) G4 G3 G2 BI 5 @ 8'= 40' C3 CI 40 20-
-6 @ - 6.67' = 40 C4 (A) I B2 GI B3 B4 2 @ 10'= 20' C2 (B) G4 G3 G2 BI 5 @ 8'= 40' C3 CI 40 20-
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
Related questions
Question
100%
The uniformly distributed live load on the floor plan
in Figure P2.4 is 60 lb/ft2
. Establish the loading for mem-
bers (a) floor beam B3, (b) floor beam B4, (c) girder G3,
and girder G4. Consider the live load reduction if permit-
ted by the ASCE standard.
![-6 @ -
6.67' = 40
C4
(A)
I
B2
GI
B3
B4
2 @ 10'= 20'
C2
(B)
G4
G3
G2
BI
5 @ 8'= 40'
C3
CI
40
20-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5bf22fb4-cf86-4701-a7fd-0df0c2829fa7%2F8d35eb8e-373a-4c76-9522-71d5dc527634%2Fou0ewd5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:-6 @ -
6.67' = 40
C4
(A)
I
B2
GI
B3
B4
2 @ 10'= 20'
C2
(B)
G4
G3
G2
BI
5 @ 8'= 40'
C3
CI
40
20-
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