The cantilever truss shown is pinned at F and has a roller at G and is loaded with a force, F = 427 lb, and the dimensions are, a = 34 ft, and b = 42ft. a. State any zero force members. b. Determine the force in member AD c. Determine the force in member AC d. Determine the force in member DF e. Determine the force in member FH H D B E C A FL
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- The frame shown is loaded by a 180-1b force applied to member AE. Determine the force at pin A, the reaction at support B, and the contact force at roller C. Note that there is no friction at rollers C and D. E 180 lb 4 in. 2 in. Value (left, right, upward/downward Reaction 4 in. 4 in. 2 in. 2 in. A BX BY DThe frame shown is loaded by a 180-1b force applied to member AE. Determine the force at pin A, the reaction at support B, and the contact force at roller C. Note that there is no friction at rollers C and D. 180 lb 4 in. in. 4 in. 4 in. 2 in. 2 in.Problem 1 For the frame loaded as shown, determine all the forces on members AD and ABC. Support at C is a roller. Hint: Please be careful in this problem: at point A, there are three elements connected at A: a pin A that is connected to ground (so, two support reactions due to that, say Ax and Ay), then, bar AD (two more reactions at A due to bar AD: call these as Ax_prime, and Ay_prime) and the bar AC (two more reactions at A due to bar AC: call these as Ax_doubleprime, Ay_doubleprime). So, you will need to draw a pin FBD at A showing all the six forces. 200 N 130 mm 400 mm V400 N A B -400 mm 400 mm
- ASAPStatics, Find the force in member BC, BE, and EF of the truss and state if the members are in Tension or Compression, given :P1 = 95 kN, P2=75 kN, P3=85 kN, L1=3 m, L2=5 m(Use positive values to indicate Tension and negative values to indicate Compression)The space truss is supported by vertical cables at A, B, and C. Calculate the force in member CB. 3.24 KN (C) b. a. 3.24 KN (T) 4.24 KN (C) 4.24 KN (T) C. d. Calculate the force in member CD. A 2.5 m 2.5 m В 10.08 KN (C) 10.08 KN (T) 11.08 KN (C) 11.08 KN (T) а. b. 1.0 m C. d. C 3 m D 20 KN 3.0 m
- 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. 3.5 m BC= Answers: BE = A 3.5 m EF= G i i i B 3.5 m 3.5 m C 2.1 m E 3.5 m KN KN 27.0 KN kN D3. In the given truss below calculate the forces in members CG and CF. Indicate if tension of compression. 2 kN 2 m B 2 m 2 m A 4 kN G 3 mCalculate 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
- Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is horizontal. Forces are positive if in tension, negative if in compression. C 9' D 770 lb Answer: AC = i Ib AD = Ib DE = IbCalculate 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. 28.0 KN 5.5 m pe Answers: BC- A 5.5 m BE- EF- i i B 5.5 m 5.5 m C 5.5 m 3.9 m 3 3 3 KNCalculate the forces in members BE and BD of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F = 4.4 kN, a = 2.9 m, b = 3 m, c = 2 m, and d = 2 m. A F Answers: BE = BD = a i B b E a b D d kN kN