3 kN VB 16 KN C VD | 1 KN VF |E 1.26 m-1.26 m-1.26 m- 1.26m → 1.2 m G 2. Determine the force in each member of the half hip truss shown. State whether each member is in tension of compression. Reaction at G is a roller support. (Ans: FAB = 5.80 KN (C), FAC = 4.20 KN (T), FBC = 0 KN, FCE = 4.20 KN (T), FBE = 1.450 kN (T), FBD = 5.25 KN (C), FDE = 6 KN (C), FDF = 5.25 KN (C), FEF = 7.25 KN (T), FEG = 0 KN, FFG = 6 KN (C)) SHOW ALL THE FBD AND FORCES GIVEN. DONT FORGET THE SYMBOLS COMPLETE WORK FOR UPVOTE

3 kN VB 16 KN C VD | 1 KN VF |E 1.26 m-1.26 m-1.26 m- 1.26m → 1.2 m G 2. Determine the force in each member of the half hip truss shown. State whether each member is in tension of compression. Reaction at G is a roller support. (Ans: FAB = 5.80 KN (C), FAC = 4.20 KN (T), FBC = 0 KN, FCE = 4.20 KN (T), FBE = 1.450 kN (T), FBD = 5.25 KN (C), FDE = 6 KN (C), FDF = 5.25 KN (C), FEF = 7.25 KN (T), FEG = 0 KN, FFG = 6 KN (C)) SHOW ALL THE FBD AND FORCES GIVEN. DONT FORGET THE SYMBOLS COMPLETE WORK FOR UPVOTE

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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