Draw the shear and bendingmomentdiagrams for the beams shown. Also, determinethe maximum shear and moment values. (100 pts)3 kN6 kNRA2m 2m4 m6 mRB

The objective of the question is to draw the shear and bending moment diagrams for the given beam…

Answered: Draw the shear and bending moment…

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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(Thumbs-up will be given. Write the complete solutions legibly. No long explanation needed. Solve in 3 decimal places. Box the final answer.) Draw the shear and moment diagrams of each of the following loaded beams and report the maximum moment and maximum shear.
Get the shear and moment function and drawthe shear and moment diagram for the beam.If the lower beam has a 8kN/m beam weightand upper beam has negligible weight.P1 = 400kNP2 = 60kNP3 = 190kN Note: draw a separate shear and momentdiagram for the upper and lower beam
For the section shown in Fig.1 if the applied moment =200 KN.m, n=12, b =841 mm, d=500 mm, As =1814 mm2, bw=250 mm, and hf =101mm. Find the moment of tension area about x-x axis
Compute the shear and moment values and draw the shear and momentdiagrams of the beams loaded as shown:
a) Write the shear and moment equations for the beam shown. b) Draw the Shear and Moment diagrams, specifying values at all change of loading positions and at all points of zero shear.
A beam ABCD with a vertical arm CE issupported as a simple beam at A and D (see figure).A cable passes over a small pulley that is attachedto the arm at E. One end of the cable is attached tothe beam at point B. The tensile force in the cable is1800 lb. (a) Draw the shear-force and bending-momentdiagrams for beam ABCD. Note: Disregardthe widths of the beam and vertical armand use centerline dimensions when makingcalculations.(b) Repeat part (a) if a roller support is added at Cand a shear release is inserted just left of C (seefigure part b).
Without writing shear and moment equations, draw shear and moment diagrams for the beams in the following problems. Give numerical values at all change of loading positions and at all points of zero shear.a)Compute for the Point of Zero Shear.b) Compute for the value of maximum moment.
Get the shear and moment function and drawthe shear and moment diagram for the beam.A simply supported beam 10m long, withlinearly varying weight from 6kN/m at the leftend to 12kN/m at the right end andconcentrated load and moment 10kN and20kNm at midspan respectively.
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. when x = 10, V=Blank 1kN, M=Blank 2kNm Absolute Vmax=Blank 3kN Absolute Mmax=Blank 4kNm Round your answers up to 3 decimal places.
Sketch the shear and moment diagram for the beam loaded shown
The force of F = 30 N acts on the bracket as shown.Determine the moment of the force about the a-a axis ofthe pipe if a = 60°, β = 60°, and γ = 45°. Also, determinethe coordinate direction angles of F in order to produce themaximum moment about the a-a axis. What is this moment?
A continuous beam is supported by a spring at D with spring constant of 40kN/m as shown. Determine the reactions at the supports A and B and the spring force and draw the bending moment diagram. Given E=200GPa, I=4×107mm4 . (Hint : take the spring force as unknown). (Ans : Ay=-9.495kN, By=24.848kN, Dy=4.646kN)

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Draw the shear and bending moment diagrams for the beams shown. Also, determine the maximum shear and moment values. (100 pts) 3 kN 6 kN RA 2m 2m 4 m 6 m RB