Complete solution is given below.



(a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b)...
Find all forces in Members AB AH BH BC CD CF GF
(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 2 KN 6 KN 8 KN - 12 m, 4 @ 3 m
1. Determine the forces in members: AB, AH, BH and BC using
Method of Joints.
2. Determine the forces in members: CD, CF, and GF using Method
of Sections.
G H F 4.5 m 3 m E 16300 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. 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
(a) By the method of joints determine the bar forces in bars AB, AH, BH, HG, BG and BC. (Note that the reactions are given.) 4 m 5 m 425 kN 400 kN 200 kN 100 kN 275 kN 4 G 3 m 12 m
) 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
Using the method of sections, determine the forces in members BC, BH and GH. Make sure to denote whether the members are in tension or compression. lm Z- 6
3. Using Method of Sections determine the forces in members BC, CF, and GF. 200 TL 200 lb 200 lb Scale: 1 unit = 5 ft
vertical load st F is subjected to s 12 kN (a) Forces in members AG, GF and AB using the method of joints, (b) Forces in members FC, BC and FE using the method of sections. 12 kN 20 kN 2 m 2 m 2 m 2 m 2 m