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- for the following beams shown, determine the reactions at the support/s with fbdDetermine the reactions at the support and draw the final shear force and bending moment diagrams for the following beam using the flexibility method. Draw the deflected shape for the structure.Determine the reactions and draw the shear and bending moment diagrams for the structure shown below using the force method and select BC member as redundant.
- Determine the following beam. 1) Determine the reactions at the supports. 2) Determine the magnitude and location of the max bending moment. 3) provide a shear and bending moment diagram for the beam.Determine the maximum shear in KN-m for the beam. Draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent deformations. Select the reaction at the roller support to be the redundant. Absolute value with two decinal placesThe members of the structure in Fig. 1 weight 150 lb/ft. Determine the smallest diameter pin that can be used at C if the shearing stress is limited to 4000 psi. Assume single shear
- USE THREE MOMENT EQUATION Determine the reactions and draw the shear and bending moment diagrams for the beams shown. 15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and ; 1/4 in. at C.The Fiver forces shown in Fig-314 are in equilibrium. Compute the values of P and FDetermine the reactions and the member end forces for the three-span continuous beam shown in Fig. 17.12(a) by using the matrix stiffness method
- Determine the reactions and draw the shear and bending moment diagrams for the three-span continuous beam shown in Fig. 13.21(a) due to the uniformly distributed load and due to the support settlements of 5/8 in. at B, 11 2 in. at C, and 3/4 in. at D. Use the method of consistent deformations.For the three-hinged bent in Fig.2 a) Find reactions at supports b) Set the shear and moment equations in AC and BCDetermine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 13.22(a) due to the loading shown and due to the support settlements of 40 mm at C and 25 mm at E. Use the method of consistent deformations