HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 50 psf Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. A loi GI OPEN B-2 'DECKING. DECKING B-3 وع G2 TYPICAL FLOOR FRAMING

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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HW 3 Determine the column loads assuming:
DL (decking, flooring, etc.) = 10 psf
LL (occupancy)
Total
Beam B-2 spans between girder G-3 and column B-2 and
beam B-3 spans between girder G-3 and column C-2.
G
B
3-2-7-2
"DECKING-
= 40 psf
50 psf
Statics and Strength of Materials for Architecture and Building Construction, 4th edition
Barry Onouye
GI
OPEN
DECKING
B-3
D
G2
TYPICAL FLOOR FRAMING
©2012, 2007, 2002, 1999 by Pearson Higher Education, Inc.
Upper Saddle River, New Jersey 07458 All Rights Reserved
Transcribed Image Text:HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. G B 3-2-7-2 "DECKING- = 40 psf 50 psf Statics and Strength of Materials for Architecture and Building Construction, 4th edition Barry Onouye GI OPEN DECKING B-3 D G2 TYPICAL FLOOR FRAMING ©2012, 2007, 2002, 1999 by Pearson Higher Education, Inc. Upper Saddle River, New Jersey 07458 All Rights Reserved
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