A structure as shown in the figure is hinged at A and rests on a roller at C. In using Castigliano's second theorem, determine the horizontal displacement of the C end. The support is made of 40 mm x 40 mm square steel bars. Use E = 240 GPa and only consider the effects of bending.

Member AB of the truss shown is subjected to a 1,860-lb tensile force. Determine the weight W (in pounds). Use x = 52 in., and y = 50 in.    Answer is 805.93. No other answer thanks.

To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e = 50 mm and is subjected to the loading shown. Let a = 190 mm, b= 220 mm, c = 310 mm, d = 220 mm, and P = 3.0 kN. Take point A to be at the top of the circular cross-section. (Figure 1) Figure < 1 of 2 ▼ ▼ Part A - Moment about the x axis at A M₂ = As shown (Figure 2), a cut was made at A to determine the resultant internal loadings. Determine the moment about the x axis, M, Express your answer to three significant figures and include the appropriate units

Problem 5 Using the conjugate-beam method, determine the displacement at D and the slope at D. Assume A is fixed support, B is a pin, and C is a roller. Take E = 29×10³ ksi, I = 650 in ¹. 12 ft- B -12 ft Ic 12 ft- 24 k

This is statics of rigid bodies fundamental concept. Show a step by step solutions.

The structure shown in Figure is subjected by a force P =253 N at central point. Determine the absolute vertical reaction force at A. Solve the problem by assigning 100 beam elements along the path AB. Consider, elastic modulus E = 200 GPa, poisson's ratio v = 0.3, radius R = 500 mm. The ring has a circular cross sectional area with diameter of 10 mm. (The answer unit should be in N). Acceptable error: 4% 1A Yanıt:

3= no matter if you solve if by hand writing