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Determine the reactions, moment of inertia, slope in midspan in radians, deflection at midspan and at the free end using conjugate beam method
Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown.
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Using Conjugate Beam Method, Determine the Deflection and slope at mid-span of a simply supported beam, as shown in figure Using Conjugate Beam Method, Determine the Deflection and slope at mid 40 kN 60 kN
10k Using the Moment-Area Method, calculate the deflection of the beam at midspan. I- 100 in4 and E 29,000 ksi le 10 3
Q4) Use the Conjugate Beam Method and determine the deflection and slope at the right side of hinge B (AB, BR) as well as slope at C(O). A is a fixed end and C is a roller. - 12 ft- -12ft- O e CO re to search
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 ft
Calculate the slope at C and displacement at C of the beam loaded as shown using conjugate beam method.
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection method 2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. El is constant. Note this is the same beam from HW10 Problem 2 where you used the Force Method. 1. 5m
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m