Analyse the frame in Figure 1 using the Slope-Deflection Method. Draw the shear force, axial force andbending moment diagrams. Assume that the flexural rigidity is a multiple of EI and differs for each memberas shown in the figure.Write answers in the space provided belowworkings attached.and all☑80kN.M4mет5m, 2ETכם!3mEID2mEIFigure 130 kN/mV↓6m2EI4m,2EIEofShear Force diagram (V)Axial Force Diagram (N)Bending Moment Diagram (M)

First, we need to calculate the reactions at the supports. The total load on the frame is the…

Answered: Analyse the frame in Figure 1 using the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

Determine the slope and deflection at point B of the steel beam shown below using conjugate beam method. The reactions have been computed. E= 29(10³) ksi, I-800 in. 5k A (1 75 k-ft -15 ft- 5 k real beam -15 ft- B
PROBLEMThe beam shown below has internal hinges at points B and D. Assume EI is constant. Using your most convenient methodshow the following:a. Magnitude and directions of the support reactions (Ax,Ay, MA, Cy, Fy). b. The elastic curve.c. Vertical displacement at B. d. Rotation just to the left of B. e. Rotation just to the right of B.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FC
Compute the vertical displacement (downward) at Joint C of the given truss shown in Figure 2 using the method of virtual work. You can use Space Gass to compute the internal forces of the real and virtual systems without manual calculations. Assume the cross-sectional area and modulus of elasticity of each member are constant. F B H 3 kN + G 4 kN + D 3 kN + + 3 m
Using the method of virtual work to find the vertical deflection at joint K. Given E = 200000 MPa and cross-section area of members are 2500 mm^2. Vertical live loads of 100N are applied at joints B through F. For the bridge truss shown in the figure: 2 m E F 6 @ 2m = 12m
! Use the Given Data in Solving !refer imageDetermine the largest load P that can be applied to the frame without causing either the averagenormal stress or the average shear stress at section a–a to exceed s = 150 MPa and t = 60MPa, respectively. Member CB has a square cross section of 25 mm on each side.
b. Draw the deflected shape of continuous beam shown below. P
80KN 40KN D 入千 B. 5m 5m 5m 5m 1.51 a. Determine the member-end-moments and the support reactions the three-moment equation method. b. Draw the shear force and bending moment diagrams. c. Draw the deflected shape of continuous beam shown below. P. CS Scanned with CamScanner 9.
Which among the following is FALSE about shear and bending moment diagrams? Select one: O a. d'M dz O b. VB = VA + S" w(x)dx Oc. MB = MA + w(x)dxdx O d. dM = dVdx
pls answer ASAPa.) Find the location of centriod, ȳ, from the top of the beam.b.) Determine the moment of Inertia in mm^4
General instructions: 1. Analyze completely the loaded frame shown below. Draw all free body diagrams (FBD) of members and joints with all notations properly labelled as used in your solution (analysis). E is constant for all members. 2. Show every steps of your solution in chronological order. 3. Determine the horizontal deflection at joint D using unit load method. 4. Draw the shear diagram of the frame. 5. Draw the bending moment diagram of the frame. 6. Draw the approximate elastic curve of the frame. 7. Write your solution in a clean white paper and upload your file (PDF), containing all the requirements enumerated above (1 – 6), on time. - C. (hinge 21 21 B hinge E A hinge 3 m 2 m 12 KN/ m 2 m 1m 1 m

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