Equilibrium of Rigid body -
Total work done on the entire rigid body is zero, Therefore Virtual work done on each particle which is in equilibrium is zero.
Principle of virtual work -
Total work done on any ideal body which is in equilibrium by an active external force is zero.
Taking Moment about fixed point 1 -
Rx x 0.06 = Ry x 4.03
Rx = 67.2 Ry
Apply the principle of virtual work
Work done by 2 - ∂U2 = M ∂φ1
Work done by 5 in x direction (Fixed point) - ∂U5x = - Rx x 0.06 x ∂X
Work done by 5 in y direction (Fixed point) - ∂U5y = Ry x 4.03 x ∂Y
Total work-done = M ∂φ1 - Rx x 0.06 x ∂X + Ry x 4.03 x ∂Y= 0
M ∂φ1 - Rx x 0.06x ∂X + Ry x 4.03 x ∂Y= 0
M ∂φ1 = Rx x 0.06 x ∂X - Ry x 4.03 x ∂Y
∂φ1 = (Rx x 0.06 x ∂X - Ry x 4.03 x ∂Y)/ M
φ1 = (Rx x 0.06 x 4.03 - Ry x 4.03 x 0.06)/ M
From above Rx = 67.2 Ry
φ1 = (67.2 Ry x 0.06 x 4.03 - Ry x 4.03 x 0.06)/ M
φ1 = 16 Ry / M
If you have doubt in the above concept or answer not matched please comment below or discuss.
Thank you
1. Determine the rotation at point 1 (i.e., Qi) due to support movement for the following...
Problem 2 (35 pts). Consider the following 2 configurations of point charges Qi and Qa (a) Q 10C and Q--5C. These charges are located at positions ri - (1 m, 2m,3 m) and = (-5 m,0 m, 10 m) respectively. Calculate the force F12 on charge Qi due to charge Q2. (b) Q1 10pC and Q,-5 è. These charges are located at positions ri-(1m,2m, 3 m) and f2-(-5 m,0 m, 10 m) respectively. Calculate the force F12 on charge Qi...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
Please write clearly
1. FRAME Determine the support reactions at A (fixed) and at C (rocker). (Hint: You will need 2 FBDs to solve this problem.) 10 kN 4kN/m \C A B 2 n 2m 2m
Question 4 [15 MARKS] Using virtual work theory, determine the rotation at point A due to the load shown in Figure 4. E = 30 x 103 kN/mm2 and I = 200 x 104 mm. 20 KN 10 kNm A B 4 m 2 m K
Q. 1 Determine the support reaction at the fixed support, point A. (1 point) z 400 lb А 3 200 lb 4 х 6 ft 2 ft
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
E=3cos(2*pi*10^8t-2*pi*y)ax+3sin(2*pi*10^8t-3*pi*y)as V/m at the point (0,0.2,0) determine the polarization of the wave and the rotation as change to az
3. The following is required for the moment frame given below: 1) Determine the support reactions. (3 points) 2) Draw the moment diagram of the moment frame. (5 points) 3) Is the column AB bent in single curvature or double curvature? (3 points) 2 Kle T 18k B 15' 20 + 301
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4 Finally, draw the shear force and bending moment diagrams for each element. Let E 30x 103 ksi, A 8 in2, and I 800 in.4 for all elements. 20 kip 25 ft 25 ft 40 ft Figure P5-4...