For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 kN A 5m 43 kN B 43 KN 35 KN 3m 1m 4 m 3m C D 3m 31 kN 44 kN m

For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 kN A 5m 43 kN B 43 KN 35 KN 3m 1m 4 m 3m C D 3m 31 kN 44 kN m

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-9 ft, b-6 ft and w=10.5 kips/ft. Calculate the reaction forces Ay and Cy 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.) Answer: (a) Vi (b) V = i (c) V- a Answers: A, kips, Cy Determine the shear force acting at each of the following locations: (a) x = 0+ ft (i..., just to the right of support A) (b) x-9 ft (c)x=13ft When entering your answers, use the shear force sign convention. kips. kips. kips. b (a) M- (b) M- (c) M-i С Cy The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips. Answer:x-i ft. kip-ft. kip-ft. kip-ft. kips. Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention.…
Draw the shear and moment diagrams for the loaded cantilever beam where the end couple M1 is adjusted so as to produce zero moment at the fixed end of the beam. Then answer the questions: a. at x = 1 ft, V = ? and M=? b. at x = 6.9 ft, V=? and M=? c. What is the maximum (absolute value) shear? d. What is the maximum (absolute value) moment? 440 lb/ft 5.1' 5.1' M₁
Construct the shear force and bending moment diagrams for the beam shown by the area method. From the diagrams, determine the maximum shear force and maximum bending moment. Neglect the weight of the beam. (Show complete calculation and step by step process. Show free body diagram)
For the beam shown, the magnitude of the distributed load is wo = 11.8 kN/m and the beam length is L = 7.9 m. (a) derive equations for the shear force Vand the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the maximum shear force and maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. Wo A В L. Answer: Vmax = kN Mmax kN•m
Determine the maximum positive normal bending stress that occurs in member ABC of the engine crane given the following information: Engine weight = 1500 lb Member ABC height (vertical cross sectional dimension) = 7 in Member ABC width (horizontal cross sectional dimension) = 1 in Express your answer to the nearest whole psi value. In your work, draw the shear and moment diagram for member ABC. For the question above, determine the maximum shear stress in member ABC that occurs between points A and B. Express your answer using the nearest whole psi value.
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Draw the shear force and bending moment diagrams using the method of sections (cuts) 8t/m 3t/m 2m * 4 m 4m
Write the shear and moment equations (not simplified and simplified) at each segment of the beam shown and Draw the V diagram and M diagram using the equations. Wrong equations mean wrong diagrams . 16 kN 40 kN/m 32 kN/m B 24 kNm 2 m D 6 m 1 m
Use the method of sections to determine expressions for the shear force and bending moment along the entire length of the beam shown below, and plot the shear force and bending moment diagrams. 10 kN 10 kNm A 4 m 2 m 4 m
Draw the complete shearing force and bending moment diagrams for the beam shown below. State the maximum shearing force and maximum bending moment. Show all calculation steps in determining values of shearing forces and bending moments. 20 kip 10 kip 3 ft 8 kip/ fi 5 ft