For the beam and loading shown: (a) Draw complete shear and moment diagrams using the relations among Load, Shear and Moment. (b) Regardless of your answer to part (a), assume that Mmax = 60 k. ft and Vmax 6,000 lb. Design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 1,400 psi and an allowable shear stress of 100 psi. 2400 lb 9.5 in 200 lb/ft A C В 11 ft 18 ft

For the beam and loading shown: (a) Draw complete shear and moment diagrams using the relations among Load, Shear and Moment. (b) Regardless of your answer to part (a), assume that Mmax = 60 k. ft and Vmax 6,000 lb. Design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 1,400 psi and an allowable shear stress of 100 psi. 2400 lb 9.5 in 200 lb/ft A C В 11 ft 18 ft

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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Question

For the beam and loading shown:
(a) Draw complete shear and moment diagrams using the relations among Load,
Shear and Moment.
(b) Regardless of your answer to part (a), assume that Mmax = 60 k. ft and Vmax
6,000 lb. Design the cross section of the beam, knowing that the grade of timber
used has an allowable normal stress of 1,400 psi and an allowable shear stress of
100 psi.
%3D
2400 lb
9.5 in
200 lb/ft
A
В
- 11 ft -
18 ft

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