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Consider a truss structure as shown below. 10 kN 15 kNE T 8m B -4m 1. Find the force at member CF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN 7.07 kN b. c. 0 KN d. 25 kN 2. Find the force at member EF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN d. 25 kN b. 7.07 kN ¹3. Find the force at member FG if the horizontal reaction at support B is 20 kN leftward. c. O KN d. 25 kN a. 15 kN b. 7.07 kN 4. Find the force at member DG if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. O KN d. 25 kN b. 7.07 kN 5. Find the force at member CE if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN b. 7.07 kN d. 25 kN 20 KN F 5 D 10 kN Gf 6m

Consider a truss structure as shown below. 10 kN 15 kNE T 8m B -4m 1. Find the force at member CF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN 7.07 kN b. c. 0 KN d. 25 kN 2. Find the force at member EF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN d. 25 kN b. 7.07 kN ¹3. Find the force at member FG if the horizontal reaction at support B is 20 kN leftward. c. O KN d. 25 kN a. 15 kN b. 7.07 kN 4. Find the force at member DG if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. O KN d. 25 kN b. 7.07 kN 5. Find the force at member CE if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN b. 7.07 kN d. 25 kN 20 KN F 5 D 10 kN Gf 6m

Structural Analysis
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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Consider a truss structure as shown below. 10 kN 15 kN E T 6m 8 m 1. Find the force at member CF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN d. 25 kN b. 7.07 kN 2. Find the force at member EF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN b. 7.07 kN c. 0 kN d. 25 kN ¹3. Find the force at member FG if the horizontal reaction at support B is 20 kN leftward. 15 kN a. c. 0 kN d. 25 kN b. 7.07 kN 4. Find the force at member DG if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. O KN d. 25 kN b. 7.07 kN 5. Find the force at member CE if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN b. 7.07 kN d. 25 kN -4m- C 20 KN F 3 5 D 10 kN G B -4m--4m-
Transcribed Image Text:Consider a truss structure as shown below. 10 kN 15 kN E T 6m 8 m 1. Find the force at member CF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN d. 25 kN b. 7.07 kN 2. Find the force at member EF if the horizontal reaction at support B is 20 kN leftward. a. 15 kN b. 7.07 kN c. 0 kN d. 25 kN ¹3. Find the force at member FG if the horizontal reaction at support B is 20 kN leftward. 15 kN a. c. 0 kN d. 25 kN b. 7.07 kN 4. Find the force at member DG if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. O KN d. 25 kN b. 7.07 kN 5. Find the force at member CE if the horizontal reaction at support B is 20 kN leftward. a. 15 kN c. 0 KN b. 7.07 kN d. 25 kN -4m- C 20 KN F 3 5 D 10 kN G B -4m--4m-
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