Answered: 60 kN 40 kN 50 kN D. E B |C -1.5 m--1.5…

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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5.41 The inverted T-beam supports three concentrated loads as shown in the fig- ure. Find the maximum allowable value of P if the bending stresses are not to exceed 4 ksi in tension and 10 ksi in compression. 1.0 in - 8 in. 1.0 in. 4 ft 6f - 4 ft - 6 ft-
5. In the beam loaded as shown in the figure, compute the magnitude, /"direction and position of the resultant of parallel force system.
3.15 Plot the shear force and bending moment diagrams of the beam loaded as shown in the figure qa²/2 A a а
7.16 The figure shows a steel beam which is fixedly clamped in A, and which rests on a roller bearing in B. The beam is 5 meters long, and is loaded with a bending moment of 25 kNm at the end. Determine the stock reactions in A and in B. 25 kNm 2,5 m 2,5 m
PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. IMAGE* Calculate the reaction forces Ay and MA 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 Ax = 0, it has been omitted from the free-body diagram.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…
Q.2. Use the graphical method to draw the shear force and bending moment diaerams for the beam shown in figure (2). Label all significant points on each diagrams and identify the maximum moments along with their respective locations
A horizontal beam AE, 12 m long and it carries a uniformly distributed load of 3.8 kN/m over the full span and a point load of 4 kN at the left-hand end A. The beam is simply supported at B, 2 m from A center of the beam. 2.1 Draw the shear force and bending moments diagrams for the beam and 2.2 Determine the position of the Contraflexure points. 6 kN 4 kN 4 kN 8 kN/m A 1 m 4 m 1 m 1 m Rp= kN Re kN X-
Beam with a pin support at point A,roller support at pint B and the acting forces can be seen below. Determine the internal forces and moments at the mid point of BC section. (20 Points) 6 m 12 kN/m B 3 m 6 kN
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Calculate the reaction forces Ay and MA 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 Ax = 0, it has been omitted from the free-body diagram.)Answers: Ay = kN, MA = kN-m.
For the problem shown below (left), W = 51 lbs while L1 = 4.4 inches and L2 = 12 inches. This results in the shear force diagram as shown on the right, where A, is the reaction force in the vertical direction at point A. Based on this shear diagram, what is the maximum moment in the portion of the horizontal beam from x = O to x = L1 in units of lb-in to two decimal places. (Be sure to use a negative sign to designate a negative moment if necessary.) A |--L1-——————— L2 Ay lb 0 -Ay lb W L1 L2 W -L1- BO L1- -X

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60 kN 40 kN 50 kN D. E B |C -1.5 m--1.5 m--1.5 m--2 m - FIG. P4.26