ully welded together. The PL16×380 and PL12X500 for the
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

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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