d₁ L W I d d2
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.46P
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CORRECT AND DETAILED HANDWRITTEN SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED.
The cantilevered spandrel beam shown whose depth tapers from d1 to d2, has a constant width of 120
mm. It carries a triangularly distributed end reaction.
Given: d1 = 600 mm, d2 = 120 mm, L = 1 m, w = 100 kN/m
1. Calculate the maximum flexural stress at the support, in kN-m.
2. Determine the distance (m), from the free end, of the section with maximum flexural stress.
3. Determine the maximum flexural stress in the beam, in MPa.
ANSWERS: (1) 4.630 MPa; (2) 905.8688 m; (3) 4.65 MPa
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