A free body diagram of a section of a beam is shown. The reaction force (RA) is 38 kN. What is the equation for the resisting shear force (V) in this section of the beam? 4 KN M O a. None of these options O b. V = 2 kN OC. V=-4x - 30.00 KN O d. V = -8x + 30.00 KN O e. V=-4x + 46.00 KN O -2m →! X

A free body diagram of a section of a beam is shown. The reaction force (RA) is 38 kN. What is the equation for the resisting shear force (V) in this section of the beam? 4 KN M O a. None of these options O b. V = 2 kN OC. V=-4x - 30.00 KN O d. V = -8x + 30.00 KN O e. V=-4x + 46.00 KN O -2m →! X

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

See similar textbooks

Similar questions

Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where M0 = 1,220 N-m, P = 2650 N, F = 3000 N, w0 = 1702 N/m, w1 = 1103 N/m, a = 3 m, b = 6 m, c = 2 m
Find the reactions of the structure and draw the shear and moment diagrams for the beam (Use the Force Method).
Hello Good Afternoon Sir,I have a question in my homework related structural statics lesson. The following below is my question. Please advice. Thank you so much Regards,Irfan
b. find the second moment of area of a cross section OC. find the centroid of a cross section O d. none of these options If the "I" value of beam cross section is 6,400,000 mm and the maximum distance from the neutral axis of the cross section to the top and bottom edges of the beam cross section is 129 mm, what is the section modulus of the beam? Note: Give your answer in mm³ Note: Do NOT include units in your answer. Answer: X A typical value for the stiffness of aluminium alloy is... Select one: a. 200 GPa b. 72 GPa
For the beam and loading shown in Figure 5, determine the value of (r) at the point of action of the resuitant force of the distributed load using point B as the origin. Parabola Vertex 2000 N/m 900 N/m B 6 m A Figure 5: A parabolic distributed load on a beam AB. Answer: If the loading were analysed using point A as the origin, would the value of w at the location of the resultant change? Select one: a. No b. Yes
3. For a beam shown below in Fig. 3. Answer questions a-e, given in the box below the space. 50KN 20 kN. m 80° 20 kN. m B. •C 5 m 6 m Fig. 3
1) Figure 1 shows a fixed end beam with various loads on it. section A-A/B-B/C-C B. section A-A 100mm section C-C 300mm 100mm moment around y- axis 4N.m 150mm dia = 25mm 100mm 200mm section B-B 3000N 4000N 100mm 2000N moment around X-axis 4NLm 1000N Figure 1 a) Determine the combined loadings and draw them on a volume element: Section A-A, Point A on the cross section CS Scanned with CamScanner
3- Use Macaulay functions to determine the equation of the elastic curve of the beam. The beam has a flexural stiffness of El. What is the rotation of the beam at point C for the case of a = 2b? <<** a d* b P c↓
Consider the beam in the picture below: 7kN/m 5kN/m P N/m Section 1 Section 2 Section 3 - L/3 L/3 L/3 %3D Take P = the last four digits of your student number in N/m. If P<250 N/m then take P = 30OON/m instead. Take L = the third digit of your student number, reading left to reight. If this value is zero then take L = 2 Assume: The reaction at the Pin = V pin 47000L+9PL )N 54 The reaction at the Roller = Vroller = 61000L+9PL 54 and that both reactions act vertically upwards. a) Find an expression for the internal moment for Section 1. Show all working and any relevant free body diagrams. b) What is the maximum magnitude of the internal moment for Section 1? Mark sure you prove that the value you calculate is the maximum. c) Find an expression for the internal moment for Section 2. Show all working and any relevant free body diagrams. d) What is the maximum magnitude of the internal moment for Section 2? Mark sure you prove that the value you calculate is the maximum. e) Find an…
A uniform distributed load of 4 kN/m is applied to a cantilever beam as shown. What is the resisting bending moment equation for any section of the beam? 4 kN/m Select one: O a. M, = -2x³ kNm O b. Mr = -2x² kNm O c. M₁ = -4x² kNm O d. Mr = -8x kNm O e. None of these options Ai →X 2M
2. Below is the illustration of an overhanging beam. Determine the following: a. The deflection at free end. b. The slope at free end. c. The slope at point B. 30 kN / m 75 kN B 1 El JC A 2 El 6 m 2 m
Homework 1 The simple beam AE shown in the Figure (1) supports a concentrated loads. Determent the following: 1-Reactions in points A and E 2- Shear force at each points 3- Bending moment at each points 4- Draw the shear-force and bending-moment diagrams for this beam. t S5m —I 20[—;5 m—-l-_S m:j Figure (1)