Answered: -6 @ - 6.67' = 40 C4 (A) I B2 GI B3 B4…

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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Question

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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-

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