Determine the shear force V in the beam at a point located 1.30 m to the right of point B. The ground reactions are provided.By = 300 kNCy = 125 kN| 25 kN50 kN/m2 m6 m101.1 kNO 148.7 kNO 131.3 kNO 141.1 kNO 110.0 kN

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Answered: Determine the shear force V in the 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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For the beam and loading shown, determine the reaction (N) at the roller support if W = 45,590 N/m, V = 75,340 N/m, x = 1.48 m, y = 4.55 m, and z = 1.70 m.
you are asked to: a. Derive the equations for V and M for each segment. b. Draw the shear and moment diagram. c. Vmax e. Mmax and location
The uniform beam is subjected to three external loads as shown. Compute the reactions at the support point “O”. Assume the beam has negligible mass. include a free body diagram
Determine the magnitude of resultant normal force N, Shear force V, and moment M across point D and point E
Beam ABC is loaded as shown (note that the loading in segment BC is acting upward). The beam is supported by a fixed end at A and a roller at C. A hinge is located at B. (a) Determine the magnitude and direction of all reactions at A and C. (b) Draw the shear and moment diagrams for the beam. Clearly indicate the points at which shear and moment are zero and their positions along the beam. 2 k/ft 2 k/ft 12 ft 12 ft Answers: (a) A, = 0; A, = 0; Am = 96 k-ft CW; C, = 12 kN down %3! (b) VA 0; V3 = -12 k; Vei = 12 k [V is quadratic (smiling) from A-B; linear from B-C V is zero at a point 6 ft to the right of B (6 ft to the left of C) MA = 96 k-ft; M3 = 0; Mr=0) = -36 k-ft; Mc = 0 [M is cubic (frowning) from A-B; quadratic (smiling) from B-C]
Q.1) An arrangement of three boxes is shown in figure below. Box A weighs 20 N and rests on an inclined plane, while box B weighs 40 N and rests on a horizontal plane. The coefficient of friction between box A and the inclined plane is 0.25, and between box B and the horizontal plane is 0.35. The pulleys are all frictionless. Determine the range of weight of box C for which no motion will occur. -0.7 m 40 N 1 m 0.5 m 0.6 m B 20 N 0.7 m A 4 5
Draw the Shear Force and Bending Moment Diagram for the loaded cantilever beam of length AE, 8 m long shown below. Ignore the self-weight of the beam, Take, AB = 2 m, CD = 2 m, DE = 3.5 m.
solve for the supporttt reactions
determine the vertical reaction at C in kN determine the location of the maximum bending moment from A in m determine the shear at B in kN
For the beam ABCD and loading q shown (1) Determine the reaction forces RA and Rc. (2) Draw the shear-force and bending-moment diagrams for this beam. P=30 kN q-30 kN/m m=15 kN-m A B 2 m 2 m 2 m M
6.43-6.56 Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect the weight of the beam.
Prob. 2: Draw the shear and moment diagram for the beam indicate values at the supports and the points of maximum shear and moment in the diagrams. 3 m 6 kN/m 6 kN 1.5 m 1.5 m MAIS B

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