pls give handwritten full solution and include free body diagrams and any figures needed The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below.1. Derive the bending moment equation for the beam using Macaulay's notation.2. Determine the slope at point A3. Determine the reflection at point bAssume El of the beam is constant.B20 kN/mE60 kN1.5 m-1.5 m-1.5 m—|

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Answered: The rigid bar BDE is welded at point B…

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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The second integration of bending moment equation will give slope of the beam. Select one: O True OFalse
Read Properly & Please provide Correct Answer.
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.
Calculate the support reaction forces at A and B for the beam? and the question stated in the attatched question.
Using singularity functions, develop an expression for the bending moment M(x) asfunction of position (x) along the beam.
consider the beam shown in. EI is constant. assume that EI is in kip * ft2. determine the expression for the elastic curve using the coordinate x1 for 0 < x1 < 20 ft, where x1 is in feet. v1 in ft answer in terms of the variables x1, E and I. determine the expression for the elastic curve using the coordinate x2 for 0 < x2 < 10 ft where x2 is in feet. v2 in ft. answer in terms of the variables x2, E and I. specify the deflection of the beam at C. vc in ft. answer in terms of E and I. specify the slope at A, measured counterclockwise from the positive x1 axis. Theta A in rad. answer in terms of E and I.
The cross-sectional dimensions of the beam are a = 4.8 in, b = 6.5 in, d=4.5 in, and t= 0.30 in. The internal bending moment about the z centroidal axis is Mz= -3.90 kip-ft. Answers both in psi
The final answer is Mb= 4350 Ib-ft
Please help. Do not just guess. Prove your answer. I will give a good feedback. thank you :)
Q1. Figure below shows a simply supported beam that has a rectangular cross section 120 mm wide and 200 mm high. a. Determine the maximum bending stress in the beam. b. Calculate the bending stress experienced by a point on section B that is 25 mm below the top of the beam. (Consider the distance of this point from the N.A when solving this part) |15KN 6 kN/m B D 0.8 m 2 m 1.0 m R = 14 kN RE = 19 kN
please answer do not image format
just answer number 40, thank you

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