Write shear force and bending moment equations for the beams and sketch shear force andbending moment diagram for the following question And the moment should be taken rightas clock wise4kN5kNGkN/m3.4kNim4kNin-2 m--2-m--2 r-2 m-

Calculating Reactions at support:Note: It is a determinate beam so reaction at both supports can be…

Answered: Write shear force 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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Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
Analyze yhe continuous beam shown using THREE MOMENT EQUATION METHOD and draw the shear and moment diagram.
Answer as soon as possible. Draw the shear and moment diagrams of the loaded beam shown by using the relationships ΔV = (area) load and ΔM = (area) shear. Indicate all values at change of loading positions and at points of zero sher, when applicable. R1= 10 kN and R2 = 50 kN
UPVOTE WILL BE GIVEN! PLEASE ANSWER ALL THE SUBQUESTIONS AND WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED! with CHOICES 1. For the given loaded beam, the shear force diagram from x = 5 m to x = 7 m of the beam is: a. a straight line with slope equal to 10 b. a straight line with slope equal to -10 c. a concave curve with increasing + slope d. a concave curve with increasing - slope 2. For the given loaded beam, the resiting bending moment at x = 1m is: a. 10 kN-m counterclockwise b. 10 kN-m clockwise c. 40 KN-m clockwise d. -40 KN-m counterclockwise
Draw the shear and moment diagrams for the beams loaded as shown without writing the shear and moment equations. Give the numerical values at change of loading positions at point of zero shear. Use the semi-graphical method.
A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The crosssections of the beam are rectangular with constantwidth b, depth dA at support A, and depth dB = 3dA/2 at the support. Thus, the depth d and moment of inertiaI at distance x from the free end are, respectively, d = (dA/2L)(2L+x) I=(bd3/12) =(bd3A/96L3)(2L+x)3 = (IA/8L3)(2L+x)3in which IA is the moment of inertia at end A of thebeam.Determine the equation of the deflection curveand the deflection δA at the free end of the beam dueto the load P.
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)
F1=40, F2=20, F3=30 A) Derive the shear equation and moment equation of segment CD. B) Derive the shear equation and moment equation of segment DE. C) Derive the shear value and moment value, 2m to the right of point E in segment EF.
(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
i need an answer right away. tthank you. Draw the shear and moment diagram of the beam shown using the area method.

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Write shear force and bending moment equations for the beams and sketch shear force and bending moment diagram for the following question And the moment should be taken right as clock wise 4kN 5kN GkN/m 3. 4kNim 4kNin -2 m- -2-m- -2 r -2 m-