For each structure shown, compute the reactions and draw shear and bending moment diagrams. Indicate which are positive and which are negative segments of each bending moment diagram. For each shear and bending moment diagram, calculate and indicate the magnitudes of the maximum positive and negative ordinates. 8kN/m 136kN गीत a 4m 6m 8kN/m 8m BAN/m C -3m 2m +3m + 80RN 40RN 8m 6m ++ 4.5 ma

For each structure shown, compute the reactions and draw shear and bending moment diagrams. Indicate which are positive and which are negative segments of each bending moment diagram. For each shear and bending moment diagram, calculate and indicate the magnitudes of the maximum positive and negative ordinates. 8kN/m 136kN गीत a 4m 6m 8kN/m 8m BAN/m C -3m 2m +3m + 80RN 40RN 8m 6m ++ 4.5 ma

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)
Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions are provided.MB = 146 kN-mMC = 53 kN-mAy = 16.58 kN (down)Dy = 16.58 kN (up)
Determine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : Ax=-11.555, Ay=17.028, Dx=-14.445, Dy=30.972, MAB=-31.443, MBA=-6.332, MBC=6.332, MCB=35.501, MCD=-35.501, MDC=-30.279)
look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/m
Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and shear-force diagram are provided. MA = 23 kN-mMB = 9 kN-mAy = 17.33 kNBy = 12.67 kN
In the figure on the right where there is a single load of 50 N at point B of the given rod system, (between AB: 4m / BC: 1m) a) Calculate the support reactions? b) Immediately after support A, just before point B and immediately after and just before the C-bracket Find the cross section effects by cutting? c) Draw the cross section effect diagrams?
Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4 . (Ans : Ax=-0.789kN, Ay=8.431kN, Dx=-15.211kN, Dy=21.7569kN, MD=33.378kNm↺)
Determine (a) the absolute maximum values of shear and moment in the beam produced by the wheel loads and (b) the maximum value of moment when the middle wheel is positioned at the center of the beam in Figure P12.43.
1. Neglecting the mass of the beam, compute the reactions at A and B.Explanations are not needed
Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.
Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D (downward) by 12mm. Given E=200GPa, I=107mm4 .(Ans : θB =0.0108, θC =-0.0001843, Δ=0.04068m, Ax= -12.606kN, Ay=17.375kN, MAB=-36.161kNm, Dx=-13.394kN,Dy=30.625kN, MDC=-28.696kNm)
Solve Prob. 7.53 when 0=60°.(Reference to Problem 7.53):Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E . Knowing that 0= 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.