A built up section of A992 steel, F,= 345 mPa ismade from plates fully welded together. Theflanges consist of PL16X380 and PL12X500 for theweb. Use the NSCP 2015 specifications.PL16x380WL = 1.5wp%3DAWu =3.6wp10mWhich of the following best gives the maximum service dead load, wp?40.2 kN/m26.8 kN/mO 10.8 kN/mO 96.6 kN/mPL12x500

Given: A992 steel Flanges section = PL 16x380 Web section = PL 12x500 Span, L = 10 m

A built up section of A992 steel, Fy = 345 mPa is made from plates fully welded together. The flanges consist of PL16x380 and PL12x500 for the web. Use the NSCP 2015 specifications. WL = 1.5WD A O 40.2 kN/m 26.8 kN/m O 10.8 kN/m Wu = 3.6WD O 96.6 kN/m 10m Which of the following best gives the maximum service dead load, wp? B PL16x380 PL12x500

A built up section of A992 steel, Fy = 345 mPa is made from plates fully welded together. The flanges consist of PL16x380 and PL12x500 for the web. Use the NSCP 2015 specifications. WL = 1.5WD A O 40.2 kN/m 26.8 kN/m O 10.8 kN/m Wu = 3.6WD O 96.6 kN/m 10m Which of the following best gives the maximum service dead load, wp? B PL16x380 PL12x500

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

A built up section of A992 steel, F,
= 345 mPa is
made from plates fully welded together. The
flanges consist of PL16X380 and PL12X500 for the
web. Use the NSCP 2015 specifications.
PL16x380
WL = 1.5wp
%3D
A
Wu =
3.6wp
10m
Which of the following best gives the maximum service dead load, wp?
40.2 kN/m
26.8 kN/m
O 10.8 kN/m
O 96.6 kN/m
PL12x500

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