Given: Beam with loading and supports shown Maximum allowable stress in the steel bar is 30 ksi Determine: Maximum load P that can be supported Elongation of the bar Normal strain in the bar Shear stress in the " Ø bolt BAR 2 x5' 3' 34" BOLT IN SINGLE SHEAR RIGID BEAM Steel Properties E = 29,000 ksi (kips/in') G = 11,200 ksi Coefficient of thermal expansion = 6.5 x 10/ degree F

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 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
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Given: Beam with loading and supports shown
Maximum allowable stress in the steel bar is 30 ksi
Determine:
Maximum load P that can be supported
Elongation of the bar
Normal strain in the bar
Shear stress in the " Ø bolt
BAR K2
x5'
3'
34"
BOLT IN
SINGLE
SHEAR
RIGID
BEAM
Steel Properties
E = 29,000 ksi (kips/in')
G = 11,200 ksi
Coefficient of thermal expansion = 6.5 x 10/ degree F
Transcribed Image Text:Given: Beam with loading and supports shown Maximum allowable stress in the steel bar is 30 ksi Determine: Maximum load P that can be supported Elongation of the bar Normal strain in the bar Shear stress in the " Ø bolt BAR K2 x5' 3' 34" BOLT IN SINGLE SHEAR RIGID BEAM Steel Properties E = 29,000 ksi (kips/in') G = 11,200 ksi Coefficient of thermal expansion = 6.5 x 10/ degree F
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