ANSWER QUESTION NO. 2 ONLY 1. For the timber beam and loading shown, draw the shear and bend moment diagrams anddetermine the maximum normal stress due to bending20 kN40 kNBD|250 mm-2.5 m→|--3 m--2 m80 mm2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear andbending-moment diagrams for the beam and the given loading. (b) determine normal stress insections just to the right and left of point D10 kips3 ft 2 ft 3 ft8 ft3 kips/ftEC D3. Draw the shear and bending moment diagrams for the beam and loading shown.20 kips 12 kips1.5 kips/ftA|B|C.D-6 ft -8 ft→te-10 ft→-8 ft-4. The W360 3 79 rolled-steel beam AC is simply supported and carries the uniformlydistributed load shown. Draw the shear and bending-moment diagrams for the beam anddetermine the location and magnitude of the maximum normal stress due to bending.20 kN/mB6 m3 m

Answered: Image /qna-images/answer/9bfe4fd0-f5bd-4f9b-9180-489bcebdb7f9.jpg

2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) determine normal stress in sections just to the right and left of point D 10 kips 3 ft 2 ft 3 ft -Sft 3 kips/ft B CD

2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) determine normal stress in sections just to the right and left of point D 10 kips 3 ft 2 ft 3 ft -Sft 3 kips/ft B CD

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

ANSWER QUESTION NO. 2 ONLY

1. For the timber beam and loading shown, draw the shear and bend moment diagrams and
determine the maximum normal stress due to bending
20 kN
40 kN
B
D
|250 mm
-2.5 m→|--3 m-
-2 m
80 mm
2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear and
bending-moment diagrams for the beam and the given loading. (b) determine normal stress in
sections just to the right and left of point D
10 kips
3 ft 2 ft 3 ft
8 ft
3 kips/ft
E
C D
3. Draw the shear and bending moment diagrams for the beam and loading shown.
20 kips 12 kips
1.5 kips/ft
A
|B
|C
.D
-6 ft -8 ft→te-10 ft→-8 ft-
4. The W360 3 79 rolled-steel beam AC is simply supported and carries the uniformly
distributed load shown. Draw the shear and bending-moment diagrams for the beam and
determine the location and magnitude of the maximum normal stress due to bending.
20 kN/m
B
6 m
3 m

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