from this problem a want you to help to draw the shear moment and the bending moment Q2:Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute valueof (a) the shear, (b) the bending moment. (C) Deflection @A, (d), Slope @A, use beams' formula tables and/or direct integration method if necessary60 lbsWeight of the beam= Uniformlydistributed load= 5lb/inM=25 lb-inCDEBA9 in.12 in.9 in.12 in.Shear Force =b)-60+6(42)-150lbs.bending momentBM==-25-60x33+56411b-in5₁ = 5 (42)"S2=8E1=(나를)2WL =19448102ELEl-22050=2E1El326701012770=-25(422)c) deflection AS5 3-71840=6073322E.= 32670EEl5=51 +52 +53S = 1944810Slope Ad)6(42)6E161740E1050El220501012770=EzE390990El61740-25142==El32670980ElEEE-1056E1

this is udl but how you calculate this by taking point loadrequest for clarification if you want…

Answered: Q2: Draw the shear and bending-moment…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 3.5 ft, b= 8.0 ft, t, c= 5.0 ft, d= 3.0 ft, w = 8.5 kips/ft and P = 54 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. P В D E b d For this loading, calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A = 0, it has been omitted from the free-body diagram.) P B C E b d E, Answers: Ay = i kips, Ey = i kips.
Hi, I want to find the location on the beam where the maximum bending moment happens as measured from point A. I have already gathered the following information. FAx= 0 FAy= 25.0869 FCy= 32.913 the sheer force at B= 3.087 The bending moment at B = 77.4785 Let the loading coefficents be: W1 = 4 kN/m, W2 = 8 kN/m Let the lengths be: L1 = 5.5m , L2 = 6m. If anyone could help me with this last step of the problem that would be great.
Draw the shear and bending moment diagrams of the beams loaded as shown in the figures below. Round off reactions and magnitudes of shears and bending moments to 2 decimal places. TAKE NOTE W = 22kN/m , W1 = 15kN/m , P = 18kN and P1=9 kN
Note: Include all necessary free-body diagrams. Q.1) (a) Find the support reactions of the beam shown below. (b) Find the shear-force and the bending-moment in the beam at point B. (c) Write the expressions for shear-force (V) and bending-moment (M) for the beam as a function of distant 'x' from the left-end support of the beam. A | 1 100 lb/ft 4 ft 4 ft B 300 lb C O 1 2 ft 2 ft D
A simply supported beam is shown. The maximum bending moment is at B. Use the method of sections to determine the moment at B. Then determine the required section modulus needed for an allowable bending stress of 24 ksi. Verify that two L4x3 angles placed as shown will support the loading based on the angle thickness you select using Appendic C. Ans: Ms = 4350 Ib-ft %3D 2000 Ib 300 lb/ft 6 in, CTI 4 in. 3 ft 3 ft
ii) find the maximum shear stress at point A
Consider an 8-m long simply supported T-beam with overhangs loaded as shown below. w kN/m 50 kN-m 50 kN-m 2 m 4 m 2 m USING AREA MOMENT METHOD, and without using moment-diagram-by-parts... Given that w=20KN-m and that El=18000kNm? throughout the beam, determine the following: 1. The slope at point A in radians 2. The deflection of the beam at the midpoint. 3. The magnitude of the maximum deflection of the beam.
By = 76.809 Cy = 15.94
For the beam and loadings shown, a) Use dicontinuity functions to write the expression for the expression for w(x); include the beam reactions in this expression. b) Integrate w(x) twice to determine V(x) and M(x). c) Use V(x) and M(x) to plot the shear force and bending moment diagrams.
use kN-m as unit for the final answer
I have been getting weird numbers from this question. I think I messed up my algibra. How might I be able to solve this problem
For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.75 m, b=5.00 m, PB = 60KN, and Pc = 80kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Answers: Ay = Dy= tel tel a i B a Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) PB B a PB Pc a C Pc C KN b KN D b D X D₂ X

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