1. What is the value of the second distribution at BA? a. 0b. -7.249c. -4.645d. 11.14 2. What is the value of the second distribution at BC?a. 0b. -6.495c. -3.886d. 11.14 3. What is the value of the second distribution at CB?a. 0b. -6.495c. -4.645d. 11.14 JointMemberDistributionfactorFixed endmomentBalancingfixed endmomentFinal fixedmomentBalancingCarry overmomentFinal endmomentAAB0-41.6670-41.667014.759-26.908BA0.6541.667041.66729.518071.185BBC0.35-75.944-11.135-87.07915.894071.185CB172.27-22.27500050сCD0-500-5000-50DDC0000000 FixedendMA20 kN/m5 m3 m15 kN#15 kN/m7mC10 kN2 mD

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Engineering

Civil Engineering

What

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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Concept explainers

Material Selection

A wide variety of engineering applications make use of different materials, depending upon their usage. The materials used in civil engineering vary in their properties such as strength, ductility, brittleness, and creep strength. Depending upon the application and external loading conditions, an engineer must make a wise decision for material selection. A wrong decision would fail in its functionality.

Question

1. What is the value of the second distribution at BA?

a. 0

b. -7.249

c. -4.645

d. 11.14

2. What is the value of the second distribution at BC?

a. 0

b. -6.495

c. -3.886

d. 11.14

3. What is the value of the second distribution at CB?

a. 0

b. -6.495

c. -4.645

d. 11.14

Joint
Member
Distribution
factor
Fixed end
moment
Balancing
fixed end
moment
Final fixed
moment
Balancing
Carry over
moment
Final end
moment
A
AB
0
-41.667
0
-41.667
0
14.759
-26.908
BA
0.65
41.667
0
41.667
29.518
0
71.185
B
BC
0.35
-75.944
-11.135
-87.079
15.894
0
71.185
CB
1
72.27
-22.27
50
0
0
50
с
CD
0
-50
0
-50
0
0
-50
D
DC
0
0
0
0
0
0
0

Fixed
end
MA
20 kN/m
5 m
3 m
15 kN
#
15 kN/m
7m
C
10 kN
2 m
D

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