SITUATION I: For the truss shown in the figure, each member has an axial rigidity of AE = 1,000,000 N. A 3 m 600 N 400 N 4 m B Which of the following most nearly gives the axial force on member BC due to actual loads only? a) 900 N b) 400 N Which of the following most nearly gives the axial c) 300 N d) 500 N 2. force on member BC due to a vertical unit load at C only? a) 0.80 N b) 1.25 N c) 1.00 N d) 0.75 N 3. Which of the following most nearly gives the vertical deflection at C? a) 6.75 mm b) 5.25 mm c) 7.50 mm d) 8.25 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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SITUATION I: For the truss shown in the figure, each member
has an axial rigidity of AE = 1,000,000 N.
A
3 m
600 N
400 N
4 m
B
Which of the following most nearly gives the axial
force on member BC due to actual loads only?
a) 900 N
b) 400 N
2. Which of the following most nearly gives the axial
1.
c) 300 N
d) 500 N
force on member BC due to a vertical unit load at C
only?
a) 0.80 N
b) 1.25 N
3. Which of the following most nearly gives the vertical
c) 1.00 N
d) 0.75 N
deflection at C?
a) 6.75 mm
b) 5.25 mm
c) 7.50 mm
d) 8.25 mm
Transcribed Image Text:SITUATION I: For the truss shown in the figure, each member has an axial rigidity of AE = 1,000,000 N. A 3 m 600 N 400 N 4 m B Which of the following most nearly gives the axial force on member BC due to actual loads only? a) 900 N b) 400 N 2. Which of the following most nearly gives the axial 1. c) 300 N d) 500 N force on member BC due to a vertical unit load at C only? a) 0.80 N b) 1.25 N 3. Which of the following most nearly gives the vertical c) 1.00 N d) 0.75 N deflection at C? a) 6.75 mm b) 5.25 mm c) 7.50 mm d) 8.25 mm
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