A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at chis section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В D E 6 ft 3 ft 3ft 4 ft 8 in. 1 in.

A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at chis section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В D E 6 ft 3 ft 3ft 4 ft 8 in. 1 in.

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

Please answer d and e

A flanged wooden shape is used to support the loads shown. The dimensions of the shape are
shown. Consider the entire 16 ft length of the beam, and determine
(a) Calculate the inertia
(b) Sketch the shear and moment diagram for this beam
(c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this
section and show detailed calculations)
(d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at
this section and show detailed calculations))
(e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the
calculations)
4 in.
1 in.
2 kips
2.2 kips
(1)
1 in.
1 kip/ft
7 in.
12 in.
10 in.
5 in.
(3)
В
|C
D
E
6 ft
3 ft
3ft
.4 ft
8 in.
1 in.

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