Roof truss is shown as below. The dimensions and loadings are indicated as detailed. 2. Determine the force in member FE. a. 8 KN (C) b. 6.928 KN (T) c. 1.73 KN (T) 3. Determine the force in member BG. a. 8 KN (C) b. 6.928 KN (T) c. 1.73 KN (T) 3 kN 30° 30% -4 m 60° 30° B 2 kN 60° 30° 60% 4 m- 3 kN ↓₁ E 30 30 60° -4 m- d. 5 KN (T) d. 5 KN (T) D

Roof truss is shown as below. The dimensions and loadings are indicated as detailed. 2. Determine the force in member FE. a. 8 KN (C) b. 6.928 KN (T) c. 1.73 KN (T) 3. Determine the force in member BG. a. 8 KN (C) b. 6.928 KN (T) c. 1.73 KN (T) 3 kN 30° 30% -4 m 60° 30° B 2 kN 60° 30° 60% 4 m- 3 kN ↓₁ E 30 30 60° -4 m- d. 5 KN (T) d. 5 KN (T) D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2. Determine the force in each member of the truss. IHG F D 2a L6@a²6a
I need the answer as soon as possible
Compute for the force in each member of the loaded cantilever truss. B 5 m 5 m 5 m 5 m 5 m A 5 m C 5 m E 30 kN 20 kN
Q2
Q4: By section method, compute the force in members CE, DE, and DF of the loaded truss. 3 kN 3 kN 3 kN F 3 kN 3 kN D 1.5 kN 16.75 m 1.5 kN B E K 3 m 3 m 3 m 3 m 3 m 3 m
1.) Using method of joints, determine the force in members AB and AJ of the truss. Indicate if the members are in tension or compression.2.) Using method of sections, determine the force in members CI, DI and HI of the truss. Indicate if the members are in tension or compression.
Given: Loads as shown on the truss. 50 kN Find: The forces in members 40 kN -2 m- -2 m- -2 m ED, EH, and GH. E. 1.5 m F -30 kN 1.5 m B 40 kN I 1.5 m
Question #2: For the loaded truss below, find the forces in members AG, BG, and CG. A 2m B 2m C 2m D FIN 130 kN 1.5 m 20 kN E 2 m
Answer with Complete Solution
Answer only letter B with correct fbd
5. If the load at E is removed, determine the force in each member of the Fink truss shown. State whether each member is in tension or compression. (Ans: FAB = 15 KN (C), FAC = 12.92 kN (T), FBC = 2.26 kN (C), FBD = 13 KN (C), Fcp = 8 kN (T), FCF = 5.60 kN (T), FDF = 4 KN (T), FDE = 10 KN (C), FEF = 0 KN, FEG = 10 KN (C), FFG = 8.62 KN (T)) + 1 m 4 2 m-42 m-42 m-2 m- 2.8 kN R IC D 4.2 kN F 1.5 m 1.5 m 2.8 kN E 3 m