Question 7- SFD & BMD - Simply Beam (UDL)UDL = 6 kN/m8 mi) Draw the Free-Body Diagram & Find Reaction Forceii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam isexperiencing at each point.iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment thebeam is experiencing at each point.

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Answered: Question 7- SFD & BMD - Simply Beam…

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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1. Write shear and moment equations for the beam shown below. Let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam. a) 5 kN/m -3.00 3.00 9.00 10 kN/m 20 KN
For the steel beam used to the support the loads shown below: a) Draw normal and shear force diagram and bending moment diagram. b) Determine the magnitude and location of maximum moment. w2=5KN/m w1=3KN/m F1=25KN F2=10KN "M2=20KNM M1 =20KNM (m) 2. 4. 8. 10. 12.
Please answer complete
1.)Given and requirement(s) 2.)Free body diagram 3.) Formulas and its proper symbols 4.) Direction of forces and sign convention. The vertical and horizontal components must also be indicated in your free body diagram. Use three significant figures for your final answer and box it.
Draw complete shear force and bending moment diagrams for the beam. Label all graphs with the appropriate units. All work must be shown that led to the construction of your diagrams. 4) 6 kN 4 kN/m 20 kN-m 6 m 6 m 6 m
c) The same rectangular cross-section beam in Q2b is subjected to a maximum bending moment of 25,000 Nm and experiences sagging. Assuming that the centroidal axis passes through the beam section at (d/2), calculate the maximum bending stress (?max) the beam will experience. Give your answer in N/mm2 and to 2 decimal places.
8 kN/m 5 kN/m 1.5 m -0.75 m- 0.75 m- What is the magnitude of the resultant force equivalent the distributed load applied to this beam (kN)?
Ggg
Please answer both if you can :)
Question 6 - SFD & BMD-Simply Beam (Point) From the beam shown below, i) Draw the Free Body Diagram (FBD) & Find R1 & R2 ii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam is experiencing at each point. iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment the beam is experiencing at each point. 400 N 600 N 200 N 800 N 0.8 m 0.3 m--0.3 m- 0.4 m 0.4 m C 0.9 m 0.5 mo.2 m-
PROBLEM 2: Part a.) Derive the appropriate equations for shear and bending moment throughout the beam. Measure x-distance from the left side of the beam and make sure to tell where each equation is applicable. Part b.) Draw the shear and bending moment diagrams for the beam. 3 kN/m A 6 m B 7 kN/m 3 m C
a) The second moment of area about the centroidal x-axis (IXXcentroid) for the solid homogeneous beam section shown below is 737,101.55 mm4. What is the second moment of area about the centroidal y-axis (IYYcentroid). Give your answer in mm4 to two significant figures. b) If the second moment of area (IXX) for the solid homogeneous beam section shown below is 917,387.73 mm4, determine the diameter d. Give your answer in millimetres (mm) to two decimal places.

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