A horizontal beam AD is supported by an inclined strut BC carries a load W = 2.4KN at the position shown. The strut, which consist of one bar is connected to the beam by a bolt passing through the three bars meeting at joint C. BC is 75mm wide x 10mm thick strut while AD is 100mm wide by 10mm thick rigid bar. a. Determine the required bolt diameter at A if the allowable bolt shear stress is 68MPA, assuming single shear. b. Determine the total vertical displacement at D if E = 200,000MPa A C 10 10 1.2 B Joint at C 1.2 1.2

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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A horizontal beam AD is supported by an inclined strut BC carries a load W = 2.4KN at the position shown. The strut,
which consist of one bar is connected to the beam by a bolt passing through the three bars meeting at joint C. BC is
75mm wide x 10mm thick strut while AD is 100mm wide by 10mm thick rigid bar.
a. Determine the required bolt diameter at A if the allowable bolt shear stress is 68MPA, assuming single shear.
b. Determine the total vertical displacement at D if E = 200,000MPa
A
C
10 10
1.2
B
Joint at C
1.2
1.2
Transcribed Image Text:A horizontal beam AD is supported by an inclined strut BC carries a load W = 2.4KN at the position shown. The strut, which consist of one bar is connected to the beam by a bolt passing through the three bars meeting at joint C. BC is 75mm wide x 10mm thick strut while AD is 100mm wide by 10mm thick rigid bar. a. Determine the required bolt diameter at A if the allowable bolt shear stress is 68MPA, assuming single shear. b. Determine the total vertical displacement at D if E = 200,000MPa A C 10 10 1.2 B Joint at C 1.2 1.2
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