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. K 10¹ G3. B B-2 DECKING Sad Shangth of Makecals for Architecture and Buiding Construction, radion Dery Ca GI OPEN DECKING) B-3 23 a G2 101 00 TYPICAL FLOOR FRAMING 2012 2007 2002, 1999 by Paarun Higher Education, Inc. Upper Sadite Re. New Jersey 07415 Al Fogrs Reserved

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)
= 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.
K
10¹
G3
B
GI
OPEN
B-2
DECKING
Sad 8th of Makacals for Architecture and Buidhey Construction, 4adion
Dry Ca
23
a
G2
D
DECKING)
B-3
TYPICAL FLOOR FRAMING
2012, 2007 2002, 1999 by Pearson Higher Education, Inc
Upper Bade River New Jersey 0745 Al Fogrs Reserved
Transcribed Image Text: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. K 10¹ G3 B GI OPEN B-2 DECKING Sad 8th of Makacals for Architecture and Buidhey Construction, 4adion Dry Ca 23 a G2 D DECKING) B-3 TYPICAL FLOOR FRAMING 2012, 2007 2002, 1999 by Pearson Higher Education, Inc Upper Bade River New Jersey 0745 Al Fogrs Reserved
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.
K
10¹
G3
B
GI
OPEN
B-2
DECKING
Sad 8th of Makacals for Architecture and Buidhey Construction, 4adion
Dry Ca
23
a
G2
D
DECKING)
B-3
TYPICAL FLOOR FRAMING
2012, 2007 2002, 1999 by Pearson Higher Education, Inc
Upper Bade River New Jersey 0745 Al Fogrs Reserved
Transcribed Image Text: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. K 10¹ G3 B GI OPEN B-2 DECKING Sad 8th of Makacals for Architecture and Buidhey Construction, 4adion Dry Ca 23 a G2 D DECKING) B-3 TYPICAL FLOOR FRAMING 2012, 2007 2002, 1999 by Pearson Higher Education, Inc Upper Bade River New Jersey 0745 Al Fogrs Reserved
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