-120 kN- √2 180 KN 5 6 m 1. The vertical reaction @ support C is E. 189.8 2. The axial force acting @ member AD is D. 97.5 E.136.2 F.172.6 3. The axial force acting @ member AB is D. 97.5 E.136.2 F.172.6 4. The actual stress acting @ member AD is___ MPa. A. 90.8 D. 72.8 E. 166.3 A. 90.8 - 5. The actual stress acting @ member AD is MPa. D. 72.8 E. 166.3 1 3 B 6 m —|▬4.5 m▬| KN A. 34.3 B.78.4 C. 111.2 D.145.7 KN. A. 206.1 B. 25.7 C. 42.8 KN. A. 206.1 B. 25.7 C. 42.8 B. 114.4 C. 133.6 B. 114.4 C. 133.6

-120 kN- √2 180 KN 5 6 m 1. The vertical reaction @ support C is E. 189.8 2. The axial force acting @ member AD is D. 97.5 E.136.2 F.172.6 3. The axial force acting @ member AB is D. 97.5 E.136.2 F.172.6 4. The actual stress acting @ member AD is___ MPa. A. 90.8 D. 72.8 E. 166.3 A. 90.8 - 5. The actual stress acting @ member AD is MPa. D. 72.8 E. 166.3 1 3 B 6 m —|▬4.5 m▬| KN A. 34.3 B.78.4 C. 111.2 D.145.7 KN. A. 206.1 B. 25.7 C. 42.8 KN. A. 206.1 B. 25.7 C. 42.8 B. 114.4 C. 133.6 B. 114.4 C. 133.6

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

6 m
-120 kN-
√2
180 KN
5
3
B
—-|▬4.5 m▬|
1
t 6 m
1. The vertical reaction @ support C is
E. 189.8
2. The axial force acting @ member AD is
D. 97.5 E.136.2 F.172.6
3. The axial force acting @ member AB is
D. 97.5 E.136.2 F.172.6
4. The actual stress acting @ member AD is_
D. 72.8 E. 166.3
5. The actual stress acting @ member AD is MPa.
-
D. 72.8 E. 166.3
KN A. 34.3 B.78.4 C. 111.2 D.145.7
KN. A. 206.1 B. 25.7 C. 42.8
KN. A. 206.1 B. 25.7 C. 42.8
MPa. A. 90.8
A. 90.8
B. 114.4 C. 133.6
B. 114.4
C. 133.6

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