





Calculate the forces in members AB, BC ,AND GF USING : O ME THOD OF JOIN...
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
(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. 4.5 m 3 m TA E BU 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. 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
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
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
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
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
6-B16 Using the Method of Sections, determine the force in HG, BC and GF. 2 kN 1.5 m D 0.8 m A o E F G H 1m 1.5 kN -1 m 2 m 2 m
Statics. Method of sections
Problem No.1 (25%): Using the method of sections determine the forces in members of truss BC, BF and GF (Fig. 1). 6 KN 6 KN 6 KN B. С 2 m 5 m Fig. ІН 2.4 m - 2.4 m - 2.4 m Pi