ANSWER QUESTION NO. 1 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: 1. For the timber beam and loading…

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 80 mm

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. 1 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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