The length of each of the rods is 1 meter. What are the forces carried by...
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. 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
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
Question 2 Determine the forces in members FG, CG, BC, and EF for the loaded crane truss. The forces are positive if in tension, negative if in compression. 0.35 m E D 4 m 4 m с 4 m 95 KN 4 m 0.35 m B 4 m Н. 45° А Answers: FG = KN CG = KN BC = KN EF = KN
Water (Ywater = 9.81 kN / m3) in the semicircular canal is carried. For the 1 meter length of the channel, the water being transported, a) Find the junction of the horizontal and vertical forces applied by the channel section to the AB line b) Calculate the distance of the horizontal and vertical resultant forces to the AB line, according to the midpoint of the channel, B, using the integral calculation. (g = 9.81 m / s2) VA 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. H 4.5 m 3 m A E 5080 90000 D 2 KN 6 KN 8 KN 12 m, 4 @ 3 m
Q7: Two uniform rods AB and BC, each of mass m and length 2L, hang vertically under the influence of gravity from a fixed pivot A, as shown. They are freely hinges at A and B, so that they can swing in a vertical plane. A horizontal impalse P. acting in this plane, is delivered to tbe free end at C. let th and denote the horixetal component of the velocities of the e tres of the rods AB and...
Can you find all the forces using methods of joint and methods of section? Ex, Ey, Dy, Force EA, Force EF, Force EB, Force FG, Force FB, Force FC, Force GD, Force GC, Force GH, Force HD. Thank you! Question Completion Status: Question 3 10 points What is the force on member FG (KN)? 4 m -4 m 4 m Ey Ex E F G H 2.5 m D A B с [: 13 kN 3 kN 3 kN DY
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 11.5 kN 4.0 m 4.0 m с 4.0 m D 3.1 m 4.0 m 4.0 m E po G Answers: BC= i KN BE = i KN EF = i KN
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