(10 points): Problem 3 Determine the value of a so that the slope at A is...
-4. Determine the value of a so that the slope at A is zero. El is constant. Use the moment-area theorems.
Determine the slope at A of the
simply supported beam. Use Moment-Area method. EI is constant.
Problem 3: Determine the slope at A of the simply supported beam. Use Moment-Area method. El is constant. 2L 3
Determine the slope (g) and deflection (AB) of Point B in terms of El. P = 12 kN and L = 9 m. Use the Moment-Area Method. Theorem 1: The angle between the tangents at any two points on the elastic curve equals the area under the M EI diagram between these two points. ALI Theorem 2: The vertical distance between the tangent at a point (A) on the elastic curve and the tangent extended from another point (B) equals...
Consider the beam shown in L. 2 2 Tap image to zoom EI is constant. Use the moment-area theorems. Part A Determine the value of a so that the slope at A is equal to zero. Express your answer in terms of L. Express the coefficient using three significant figures.
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J Determine the slope at A and displacement at point C. El is constant. Use Castigliano's theorem. 8 kN/m - 4 m 3: Determine the displacement at point C. EI is constant. Use Castigliano's theorem. (Page 1 of 1 Determine the slope and displacement at point A. El is constant. Use Castigliano's theorem. ON
4. (10 points) Show all your work Determine the slope at point C using the Moment-Area method. El is constant.
Problem-1 (15 points) A cantilever beam ACB supports a concentrated load P and a couple moment Mo, as shown in the figure below. (a) Determine the total strain energy of the beam, (b) Determine the deflections δ and δ8 at points C and B respectively. (c) Determine the angle of rotations 0 and θι, at points C and B respectively. Use the Castigliano's theorem(s). Assume that the beam's flexural rigidity is EI Mo
Problem-1 (15 points) A cantilever beam ACB...
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. E 29000 ksi EI - Constant. 7k Hinge 20 ft 10 ft10 ft
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed...
3.) Determine the maximum deflection and the maximum slope for beam shown below using either the moment area method or the conjugate beam method. (25P) 120 kN A AE ー10m ㅡㅡ 5 m EI constant E -200 GPa 1 = 700(106) mnm4
Question 3: (8 Marks) Apply Moment Area Theorems and Conjugate Beam Method to determine the slope and deflection at points B and C of the beam (Figure 3). El constant. 20 kN 400 kNm 15m 10 m Figure 3