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Select an A992 steel for the following beams. Use Cb = 1.0 for your calculations. Check for Shear. Do not check for Deflection. a. P=250 lb. Dead load = uniform loads = 17.5 kip/ft. Live loads = concentrated loads A RA 6'-0" P 6'-0" 18'-0" P 6' 0" B RB

Select an A992 steel for the following beams. Use Cb = 1.0 for your calculations. Check for Shear. Do not check for Deflection. a. P=250 lb. Dead load = uniform loads = 17.5 kip/ft. Live loads = concentrated loads A RA 6'-0" P 6'-0" 18'-0" P 6' 0" B RB

Structural Analysis
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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Select an A992 steel for the following beams. Use C₁ = 1.0 for your calculations. Check for Shear. Do not check for Deflection. a. P=250 lb. Dead load = uniform loads = 17.5 kip/ft. Live loads = concentrated loads A RA 6'-0" P 6'0" 18'-0" P 6'-0" B RB
Transcribed Image Text:Select an A992 steel for the following beams. Use C₁ = 1.0 for your calculations. Check for Shear. Do not check for Deflection. a. P=250 lb. Dead load = uniform loads = 17.5 kip/ft. Live loads = concentrated loads A RA 6'-0" P 6'0" 18'-0" P 6'-0" B RB
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