Chapter 6, Problem 115P

Find the forces in each member and specify if it is in tension or compression. At E is pin support and at D is link support. 5 m -link support B 5 m 5 m 5 m 5 m 5 m 5 m E 30 kN 20 kN

The uniform rectangular panel ABCD has a mass of 31 kg and is hinged at its corners A and B to the fixed vertical surface. A wire from E to D keeps edges BC and AD horizontal. Hinge A can support thrust along the hinge axis AB, whereas hinge B supports force normal to the hinge axis only. Find the tension T in the wire and the magnitude B of the force supported by hinge B. T = 1110 mm Answers: B= 2800 mm 217.48 142.93 B D 20⁰ T N N E

1.ldentfy the Zreo force member at the the 200 lb truss 30° 275 lb 4 ft 2. Determine the force at member AD using В method of Joints 300 lb 4 ft 3.Determine the force at member BE using 150 lb 4 ft' method of sections 30°

Select the distance a between 2 m and 5 m and the force P between 15 kN and 35 kN in the cage system shown in the figure and find the rod forces. Also note that the forces on the rods did not compress my tension. (AE, AB, BE, DE, CD, BC, BD =?)

Determine the reactions of the frame’s supports and the horizontaland vertical components of the forces for joints A, B, and C as theyact on member AC. Refer to the figure below.

The uniform rectangular panel ABCD has a mass of 33 kg and is hinged at its corners A and B to the fixed vertical surface. A wire from E to D keeps edges BC and AD horizontal. Hinge A can support thrust along the hinge axis AB, whereas hinge B supports force normal to the hinge axis only. Find the tension T in the wire and the magnitude B of the force supported by hinge B. T=?N B=?N

Given the magnitudes of the applied forces on the truss shown below are 0 = 2 kN, P = 3 kN, Q = 3 kN, R = 5 kN, S = 3 kN, T= 4 kN and U = 4 kN. kN P kN kN R kN S kN T kN KN H. 0.4 m K A 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m Determine the forces in members EF, CF and EG. Answers (tolerance 0.5 kN, observe tension positive sign convention): FEF =数字 单位 FCF =数字 单位 FEG = 单位 B.

Hello. Kindly answer this problem about Forces in Space using equilibrium of concurrent force system and not using i,j,k, process. Please also include its detailed Free Body Diagram. Thank you!

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. 5.0 m Answers: BC- BE- A 5.0 m EF= i i i B 5.0 m 5.0 m C 20.5 KN 5.0 m 3.4 m 3 3 3 KN D