Question: For the prismatic beam and loading shown, Using Moment-Area Theorems determine the slope and deflection at C. ( E = 200 GPa , I= 15(10°) mm*) 45 kN 45 kN B C A D 1 m 2 m 1 m

Use the virtual work method to determine the vertical deflection at joint C Acy of the frame shown in Fig. 1 (A is fixed and C is free) (Assume E I is constant) youN- 8m B kN/m T- m

Determine the HORIZONTAL and VERTICAL deflection of joint D of the truss shown using virtual work method. Show complete solution.

Problem 7 The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in4. Determine the rotation at point C and the deflection at D using the conjugate beam method. B I Seed 10⁰ 21 10' I = 29000 kesi 3000 int 2I 10' 20k

From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A.) The slope at the free end is approximately equal to. 7B.) The deflection at the free end is approximately equal to.

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Double Integration Method Determine the slope and deflection at B and the maximum deflection for the beam. EI is constant.

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The beam shown below is subjected to two 4 kN concentrated loads located 1.5 meters from each support. The bending moment diagram for the beam is plotted. Using the moment-area method, determine the deflection at point С. (A Assume E=200GPA, I=4×106 mm4) 4 kN 4 kN VD А В D00. 1.5 m 3 m 1.5 m 6 Bending Moment Diagram (kN.m) +

For the beam loaded as shown, determine the slope at point C, and deflection at points A and D. Assume El as constant with E = 200,000 MPa and I = 15x107 mm*. 20KN 20kN/m D A B 2m 5m 3m Answer: Oc= 0.35° Aa = 11.22mm Ap = 25.09mm %3D