ully welded together. The PL16×380 and PL12X500 for the

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A built up section of A992 steel, F, = 345 mPa is
%3D
made from plates fully welded together. The
flanges consist of PL16×380 and PL12×500 for the
web. Use the NSCP 2015 specifications.
PL16×380
W̟ = 1.5wp
A
Wu =
3.6wp
10m
Which of the following best gives the maximum service dead load, wp?
O 40.2 kN/m
26.8 kN/m
O 10.8 kN/m
O 96.6 kN/m
B.
PL12x500
Transcribed Image Text:A built up section of A992 steel, F, = 345 mPa is %3D made from plates fully welded together. The flanges consist of PL16×380 and PL12×500 for the web. Use the NSCP 2015 specifications. PL16×380 W̟ = 1.5wp A Wu = 3.6wp 10m Which of the following best gives the maximum service dead load, wp? O 40.2 kN/m 26.8 kN/m O 10.8 kN/m O 96.6 kN/m B. PL12x500
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