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-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-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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-
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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