
Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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Transcribed Image Text:30 kN/m
50 kN-m
A
C
D
3 m
1m
2 m
Draw the shear and bending moment diagrams of the beam. Label all
important points and distances. Annotate the degrees of curves. Show all
supporting calculations.
1.
Determine the location of zero shear relative to A.
Determine the magnitude of internal bending moment at the location
in item 1.
2.
3.
Determine the magnitude of maximum shear and its location relative
to A.
4. Determine the magnitude of the maximum bending moment and its
location relative to A.
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- I also need held drawing the shear and moment diagramsarrow_forwarda. What is the maximum bending moment on the beam? Answer in kN-m rounded-off to the nearest integer. b. What is the maximum shear force on the beam? Answer in kN rounded off to the nearest integer.arrow_forwardNeeds Complete typed solution with 100 % accuracy.arrow_forward
- The second integration of bending moment equation will give slope of the beam. Select one: O True OFalsearrow_forwardConstruct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. 1.2 kN/m W A Questions: Atx 1.1 m, V = W = w₁+kx² 1.9 kN/m 4.5 m x KN, M= i kN·m At x = 3.7 m, V = i KN, M= The absolute value of the maximum shear Vmax force is The absolute value of the maximum bending moment is Mmax i II kN·m KN x = r KN-m, x = rarrow_forwardProduce the shear and bending moment diagrams for the beam structure andloading shown below. Indicate the values that define the diagrams. Align thediagrams vertically beneath a sketch of the beam and its loading.arrow_forward
- Answer the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. Segment BC: x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x.arrow_forwardDraw Shear ond moment Diagrams. NO E QUATION S! NO CUTS! 4N Im 6N 5N-m 5m 3m 3m zm M.arrow_forwardShear and bending moment diagram for the following beamarrow_forward
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