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150 kip 100 kip A B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft--6 ft-6 ft→-6 ft--6 ft--6 ft-|

150 kip 100 kip A B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft--6 ft-6 ft→-6 ft--6 ft--6 ft-|

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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The pin support A and roller support B of the bridge truss are supported on concrete abutments. If the allowable bearing stress of the concrete is 2ksi, determine the required minimum dimension of the square bearing plates at C and D to the nearest 1/16 in.
150 kip 100 kip A B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft--6 ft-6 ft→-6 ft--6 ft--6 ft-|
Transcribed Image Text:150 kip 100 kip A B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft--6 ft-6 ft→-6 ft--6 ft--6 ft-|
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