Situation A. The beam is loaded as shown 500 N 800 N A -2 m- B 2 m C 1.0 m

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation A. The beam is loaded as shown
500 N
800 N
A
2 m-
B
- 2 m
a. 1440/EI
d. 2270/El
C
D
1.0 m-
1. Which of the following most nearly gives the reaction at roller
support?
a. 40 N
b. 460 N
c. 840 N
2. Which of the following most nearly gives the maximum
shear?
a. 40 N
b. 460 N
c. 840 N
3. Which of the following most nearly gives the maximum
moment (Nm)?
a. 40 N
b. 460 N
c. 840 N
d. 920 N
4. Which of the following most nearly gives the deflection at C? Use
conjugate beam method.
b. 1520/EI
d. 920 N
positive
b. 1520/EI
d. 920 N
positive
a. 1440/EI
d. 2270/EI
5. Which of the following most nearly gives the deflection at B? Use
virtual load method.
c. 1660/EI
c. 1660/EI
in the figure is subiected to a horizontal load and
Transcribed Image Text:Situation A. The beam is loaded as shown 500 N 800 N A 2 m- B - 2 m a. 1440/EI d. 2270/El C D 1.0 m- 1. Which of the following most nearly gives the reaction at roller support? a. 40 N b. 460 N c. 840 N 2. Which of the following most nearly gives the maximum shear? a. 40 N b. 460 N c. 840 N 3. Which of the following most nearly gives the maximum moment (Nm)? a. 40 N b. 460 N c. 840 N d. 920 N 4. Which of the following most nearly gives the deflection at C? Use conjugate beam method. b. 1520/EI d. 920 N positive b. 1520/EI d. 920 N positive a. 1440/EI d. 2270/EI 5. Which of the following most nearly gives the deflection at B? Use virtual load method. c. 1660/EI c. 1660/EI in the figure is subiected to a horizontal load and
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