Determine the reaction at the roller

Q: -4 ft- 72 ft-lb B 18 lb 8 ft 36 lb Est= 3 ft 3 ft

A: GIVEN: TO CALCULATE: Reactions at A and C CONCEPT: Use Equilibrium Equations after drawing Free…

Q: 5/103 Find the reaction at A due to the uniform loading and the applied couple. 2 kN/m 12 kN-m A 3 m…

A: Here vertical component of reaction at the point A is Ay, horizontal component of reaction at point…

Q: Compute for the reactions at the hinge and the roller

A:

Q: Q.3) Determine the components of the support reactions. A- Hinge (Pin) B- Roller. 2 m B 40° 2 m 2 m…

A: To find force at support A and B

Q: ▪ Determine the reactions at A, B, and C. Assume that an internal pin is located at C. 6 m 2 kN/m C…

A: Given Data  Find the reaction at A, B and C.

Q: Prob. 5 8 kN/m 40 kN 4 kN/m D В 4 m 4 m 6 m 6 m

A: Introduction- One of the most basic structures is the simply supported beam. Only two supports are…

Q: Determine the components of the reactions for the beam

A: To determine the reactions at supports A and B for the beam subjected to a uniformly distributed…

Q: Determine the reaction at the support B. 500 N 400 N 0,5 m 2 m 2 m

A: Since the system is in equilibrium, hence Net force in x and y directions are zero also, net moment…

Q: 2-21. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. A |…

A: Given: A propped cantilever beam with internal hinge at C carrying uniformly varying load. To find:…

Q: For the frame shown, determine the reactions at the supports.

A:

Q: Determine the reaction at the support B. 500 N 400 N 0.5 m B 2 m 2 m

A:

Q: Draw the Normal Force biapram Draw the Shear Force Diapram Draw the Bending Moment Diapram 3OENM…

A:

Q: 160 kN B 55KN 8 m 20 kN A 6 m 6 m 6 m

A:

Q: The A-frame shown is pin-connected at A, B, C, and D. The surface at E is level and frictionless.…

A: To find support reaction and pin reaction at B,C,D

Q: 3. Classify each of the structures as statically determinate, statically indeterminate, or unstable.…

A: Given  Structures a,b,c & d with reactions . Required  To classify each of the structures as…

Q: Solve for the reactions

A: Given Data Determined the support reaction.  Let's solve using Moment Distribution Method.

Q: Determine the reactions at the supports for the structures shown

A: Support Reactions : 1. Vertical Reactions :

Q: Determine the components of the reaction for the beam. Please show all work

A: The total load on the beam can be calculated by multiplying the load per foot by the length of the…

Q: Solve for the reaction at D.

A:

Q: Problem 8. Solve all reactions (Ax, Ay, Cx, and Cy) for this structure. Note: force is transferred…

A:

Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

A: GIVEN: The truss structure. TO FIND: What is the restraint that can not be remove to arrive with a…

Q: 40 kN 4 kN/m B D E 6 m 4 m 6 m 4 m

A: Given:- udl=5kips/ft uvl=9 kips/ft point load=20kips To find:- Reaction at the supports

Q: The beam has an internal hinge at C. Express your answers in kN. 5 kN 3 kN/m 3 m 3 m T1.5 mT1.5 m…

A: Reaction at D can be calculated by taking moments about the hinge C from the right side. Let…

Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

A: The FBD of truss will be as follows:

Q: -2 m- -2 m- B 2m 2m 2 kN

A:

Q: Determine the reactions in the beam shown using the Maxwell-Mohr method. 75 kN - m Ac 1 6 m- 120 kN…

A: Point load (P) = 120 kn  Moment (M) = 75 kn-m Length (L) = 12 m  Side (a) = 6 m

Q: D FAS determine the reactions at roller C 10 kN/m 2m B 9 kN 4m 1.5m -

A:

Q: 소 C D B MITTTTT777 mms 1mskim 2 KN Im ↑ I'm ↓

A:

Q: 3m- 54 kN K500 -3m-41.51 .5 m 27 kN

A: Determine the reactions at the supports of the beam

Q: I need the answer as soon as possible

A:

Q: G11// 1-Classify the structure shown as externally unstable, statically determinate, or statically…

A:

Q: solve the reactions at M and O

A:

Q: Pc=400 N 400 N/m 200 N/m B E D. 2 m-1 m 4 m -2 m

A:

Q: Q2/ / For the figure (2) shown below find the reactions at the supports A, C and E? 10 AN

A:

Q: 30 kN/m B A - 10 m- Determine the Reaction at B in kN.

A: Draw the free-body diagram of the beam. ∑Fy=0RA+RBsinθ=12×30×10RA+RB35=150                 ...1