Determine the horizontal displacement of point C on the frame shown in Fig. 9-20a. Take E members. 29(10) ksi and I 600 in for both 8 ft 4 k/ft 10 ft (a)
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- >10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the membersDetermine the Vertical Deflection at C. Indicate the negative sign if the answer is downward E-200 GPa, 1-350 x 10 mm 35 kN/ m 15 kN 10 kN/m 15 kN - m 15 kN- m 3.5 m 4.5m 3.5mQ2: The effect or two forces FA,FB is (5 KN) and acting along u axis , determine the value of FB by parallelogram method (nun perpendicular coordinate) FA-3 kN -****** ************
- HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method. ↓↓ 2 k/ft 30 ft El constant E = 29,000 ksi I= 2,000 in.4 B 10 ft- 12 k C Ac = 0.194 in. ↑IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection for the beam. El is constant. 25 Kips 25 Kips 10 Kips/ft A D В 6' 6' 6'B >10KN 4m А, 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPA and 500sqmm cross sectional area for the members
- 50. Evaluate the deflection at the centre of the beam shown in the figure using the principle of virtual work. El is same throughout. w/m E 1/2 - 1/21. Determine the deflection of the pin at B for the compound beam shown in the figure. Only consider the effect of bending moment. E= 200 GPa, I = 12.487 x 10 mm. A 3 m- 8 kN -3 m- B 3 m- 30 kN.mQ/ The (200N) block shown in Fig . Has impending motion up the plane .Coused by e isjall dåg le the Horizontal force Lii 5 gå of ( 400N ). Determine the coefficient of static friction between the contact surfaces alial l. 400N 200N 300