B (A.I 3 @ 6' 18' 10'--3 @ 7' = 21 90 C6 G4 -18 Bl I C5 4 @ 6' 24'- G5 Gi B2 B6 Σ B5 C2 C4 G3 P2.9 G2 B3 B4 B4 C3 30/0
B (A.I 3 @ 6' 18' 10'--3 @ 7' = 21 90 C6 G4 -18 Bl I C5 4 @ 6' 24'- G5 Gi B2 B6 Σ B5 C2 C4 G3 P2.9 G2 B3 B4 B4 C3 30/0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Establish the dead and live loads for member G3 . Neat fbd please and explanations. The uniformly distributed live load on the floor plane is 100 lb/ft^2
Transcribed Image Text:B
(A.I
3 @ 6' 18' 10'--3 @ 7' = 21
90
C6
G4
-18
Bl
I
C5
4 @ 6' 24'-
G5
Gi
B2
B6
Σ
B5
C2
C4
G3
P2.9
G2
B3
B4
B4
C3
30/0
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