rolling support at point C on the beam. Two downward point loads of 18 kN and 6 kN are applied at points B and D on the beam, respectively. A clockwise bending moment of 10 kN.m is applied at point D of the beam. 18 kN 6 kN Cross-section of the beam A |10 kN.m 2 m 2 m -2 m Figure Q3: An over-hanging beam 3.1. From the left end-point A, determine and show the position of the point of contra-flexural point 3.2. If the beam has an elastic section modulus that is equal to 176 x 10³ mm3, about the horizontal centroidal x-x axis, determine the maximum bending

rolling support at point C on the beam. Two downward point loads of 18 kN and 6 kN are applied at points B and D on the beam, respectively. A clockwise bending moment of 10 kN.m is applied at point D of the beam. 18 kN 6 kN Cross-section of the beam A |10 kN.m 2 m 2 m -2 m Figure Q3: An over-hanging beam 3.1. From the left end-point A, determine and show the position of the point of contra-flexural point 3.2. If the beam has an elastic section modulus that is equal to 176 x 10³ mm3, about the horizontal centroidal x-x axis, determine the maximum bending

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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Problem 3: Inputs: a = 12 in b = 12.75 in Use the scalar approach (not the cross product). The moment exerted by the weight about point E is 244 lb-in. Table not required, but feel free to use it if you like (a) What is the magnitude of the weight? (round this answer to the nearest whole number) (b) What is the moment exerted by the weight about point S? Problem 4: Inputs: a = 1.2 m b = 0.5 m P = 50 N We are going to put this system in equilibrium. We haven't talked much about equilibrium yet, but that's okay. In order for a body to be in equilibrium, we need the sum of the forces to equal zero, and the sum of the moments about any point to equal zero. S A Table not required, but feel free to use it if you like a FA 30° a E b 40° P b (a) Let's start by summing moments about point A. Determine the magnitude of FB such that EMA = 0. In other words, compute FB such that the net moment about point A is zero. (b) Now let's repeat the process at B. Sum moments about point B and compute the…
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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
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