A folding table is shown below. 25.) neglecting friction and weights of members, compute the pin...
PROBLEM 3: (25 POINTS) NEGLECTING THE WEIGHT OF THE MEMBERS, DETERMINE THE REACTION AT PIN A AND THE FORCE IN MEMBERS DE, BD, AND DC OF THE FRAME SHOWN AND STATE IF THE MEMBER IS IN COMPRESSION (C) OR TENSION (T) D JAVAA 2 m А . 60° B 2 m -2 m 4 KN
For the beam shown below, determine (1) magnitude of the bending moment at the pin support A; and (2)the magnitude of shear force at the immediate right side of the pin support A. For the beam shown below, determine (1) magnitude of the bending moment at the pin support A; and (2) the magnitude of shear force at the immediate right side of the pin support A. 2 kN/m 1.5 kN 30° 1.2 m 0.6 1.2 m 1.8 m 1.2...
Part A Consider the structure shown in (Figure 1). Assume the members are pin-connected at A, B, and C. Suppose that P = 7.5 kN. Determine the horizontal component of reaction at the support A. Express your answer to three significant figures and include the appropriate units - Tuà • • • Ea ? A - Value Units Submit Request Answer Figure 1 of 1 > Part B Determine the vertical component of reaction at the support A. Express your...
6.4. For the beam loaded as shown in Figure 6.4, A is a pin and B is a roller. a) Draw the free body diagram. (Marks 2) b) Compute the reaction at B. (Marks 2) c) Compute the horizontal and vertical reactions at A. (Marks 2) 50 kN/m 100 KN 500 kNm 20 kN/m | 3m 3m 6m I SI Figure 6.4
Question 1 (25 points) Determine the horizontal displacement of point C. Assume the members are pin connected at their ends. Take A = 400 mm? and E = 200 GPa for each member. 5 kN C 2 m 1.5 m 10 kN Member Foron N: Member forces due to external force P and external applied forces are shown on the figurt. Castigliano's Second Theorem : Applying Eq. 9-27, we have
Compute the reaction Cy for the beam shown below. Treat the member AB as a link. Take W= 2.0 w kN/m link 0 pin
4. The 25 kg uniform slender rod experiences a 100 N force applied at location shown in illustration as well as a 45 Nm moment also shown. At the moment the supporting rope snaps, find: a) The horizontal reaction of the pin at 0. (8 pts) b) The vertical reaction of the pin at 0. (8 pts) c) The angular acceleration of the rod just after the rope snapped. (9 pts) 100 N 0.6 m 45 Nm 1 -0.3 m
The rigid frame shown below is supported by Pin A and Roller C. [Point B is a rigid joint.] The frame supports a uniformly distributed load of 20 kN/m (downward) in Region BC, and a 250 kN point load (downward) located halfway between Pin A and rigid joint B. The modulus of elasticity of the entire frame is E = 200 GPa and the moment of inertia is I = 500 x 106 mm4. Determine the rotation (slope) at Joint...
Method of Sections Reference the truss shown below. Solve for the forces in the specified members using the Method of Sections. Clearly indicate whether the members are in compression (C) or tension (T). P-10 kN, P, = 6 kN and P, -8 kN. Note: You will not get credit for your work if you do not use the Method of Sections. 3 m Question 21 (6 points) Solve for the reactions at the supports Indicate both the magnitude and direction...
1. The initial reaction rate of a hypothetical reaction | A +B →G was measured at 25°C for several different starting concentrations of A and B. The results are shown below: Experiment 0.2 Initial reaction rate M/s 2.0 X 10-6 1.2 X 10-5 8.0 X 10-6 0.4 0.3 0.6 0.2. A) Use these data to determine the values of m and n and k in the following equation: Rate = k AmBn B) What will the reaction rate be when...