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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.5P

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If the beam in Problem 5.5-9 i5 braced at A, B, and C, compute for the unbr Cb aced length AC (same as Cb for unbraced length CB). Do not include the beam weight in the loading. a. Use the unfactored service loads. b. Use factored loads.
A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
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The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P 20 KN is applied. Sheel E200 GPa L-1 m 2.0 m 0.6m 1.5m P-20 KN Aluminum E-70 GPa A=900mm L-1.5 m What is the axial load at steel rod in KN?
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
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P= 20 KN is applied. Sleel E-200 GPa A-400mm L1 m 2.0 m 0.6 m 1.5m P-20 KN Aluminum E70 GPa A-900mm L-1.5 m 1. Axial load at steel rod in kN? 2. Axial stress at steel rod in MPa? 3. Axial deformation of aluminum rod in mm? 4. Axial deformation of steel rod in mm? 5. Axial Load at aluminum rod in kN?
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