Problem 3 Calculate the force in the members AB, BH, CG and BC of the truss...
1. Determine the force in members BC. CG, and FG of the Warren truss. Indicate if the members are in tension or compression. 3 nm DI BI 3 In nI 3 m o kN 8 kN
Determine the forces in members FG, CG, BC, and EF for the loaded crane truss. Determine the forces in members FG, CG, BC, and EF for the loaded crane truss.
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. н. F 4.5 m 3 m E B DI 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. H 4.5 m 3 m A E 5080 90000 D 2 KN 6 KN 8 KN 12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. G H F 1 3 m 4.5 m E 168820 1993001 B D 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
0.6 09 2.2 kN 3. Calculate the forces in members AB, BG, and CG of the truss shown at the right. State whether each member is under compression or tension. Hint: replace the distributed load with concentrated loads at F and G and analyze joint B first. F 3.0 kN/m 4.4 kN Dimensions in meters
ma Problem 6.60 Determine the force in the members AB, AE, BC, BF, BD, and BE of the space truss. Sharing 4 ft A ft ngs 2 ft 4 ft 600 lb ols 2 ft 300 lb 400 I Part A Determine the force in member AB P N
5. Please determine the force in each of following truss members: (a) CG (b) BG (c) BC (d) FG 15 kips 2. A 12 B 12 c 12 121212 ft 12ft
) Determine the forces in members AG, BC and BH of the loaded truss (using the method of joints). (10 mar 3 kN 3 kN 2 m 2 nm IH 2m 2m 3 m 3 m 2 kN Figure 1-picture for Q1 - (all forces are in kN and lengths are in meter
Problem 2: Use the method of joints to calculate the forces in members CG and CF for the truss shown. 2 kN 4 kN 3 m