1.First consider equilibrium of portion AB of the beam.Determine reactions at A and B
2.Then in step 2 consider equilibrium of portion BCD of the beam and determine reactions at support C and D.
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
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
4. Perform division: 20m-10m* +5m? 5m? 2 -5r? -6r+15 r-3 16x²-25 4x+5
(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig. 4a) having variable moment of inertia (1) using Slope Deflection Method when support B moves up by 0.01m. Support A is fixed and the other supports are rollers or pins. Use E 200 GPa, and1 400 x 60kN 60kN 30kN/m 60kN/m 21, B 41 20m 5m ←15 m 5m 10 m 10m Fig. 4a
Compute the reactions and draw the shear and bending moment diagrams continuous beam shown below (use the force method) P 4 kips 2 k/ft I 9 fi 18 ft
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
2. Determine all support reactions and draw shear and moment diagrams of the beam shown below by using the Moment Distribution method (10 points) 5 T/m 21 A DB 3m ΑΙΙ ΕΙ 10 T 2m 5m
Using the Force Method, find the support reactions in the beam below. Support at A is a pin and B and C are rollers. EI is constant. a) Draw the free body diagrams of the superposition method b) State the degree of indeterminacy and find a way to convert the structure to a determinate one, draw the FBDs and clearly show the cutting sections and equations of the internal moments c) Find reactions in each support 2.5 N/m 10 m--10m-...
Problem 2. Compute the reactions at each support for the beam shown. The beam weight is 85 lb/ft. A) Draw the free-body diagram (FBD) you used to calculate the reactions B) Write the equilibrium equations based on the FBD 3000 lb 750 lb/ft- 1000 lb/ft
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. El is constant. Figure P7.36: 20 KN 40 KN с A F B D E k 5 m *5m 5m - 5 m 5 m