Use the moment-area method to determine the slope and deflection at point D of the beam shown.
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Use the moment-area method to determine the slope and deflection at point D of the beam shown.
Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown.
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
3. 20 Determine the slope and deflection at point Dunder flexure using Moment-Area Method. Flexural rigidity of the beam is El and it is constant 5=5m Results table 0= A= 5 kN 3 kN/m A B S 1 m 2 m * 5m Figure 3.
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
For the uniform cantilever beam and loading shown, use the moment-area method to determine 1· The slope at B. 2. The deflection at C. 2Mo L/2 L/2
Using the moment-area method determine the deflection at point C of the beam shown below. Supports in A and B are pin and roller, respectively. Consider EI =const.
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Use Moment Area Theorems in the beam shown in figure 3 to determine the following: a- Deflection at C. b- Deflection at D. c- Slope at C. d- Slope at D. Use E for modulus of elasticity and I for the moment of inertia for the whole beam. 20KN B k C pin Roller 4m 6m 4m Figure 3
Question 3 Use Moment Area theorems in the beam shown in Figure 3 to determine the following: a- Deflection at C. b- Deflection at D. - Slope at C. d- Slope at D. Use E for modulus of elasticity and I for moment of inertia for the whole beam. 0.3 CI 20kr IDEN B C pin Roller 4m Figure 3