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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabd24a26-971b-4027-8bd6-2f541b1a90b3%2Fb3430d0e-a17c-4105-bf47-e458bf74757f%2Fsrp2z2_processed.jpeg&w=3840&q=75)
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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