1. A cantilever beam supporting two concentrated loads at points A and B, is shown in Figure 1. Assume: AB= 2m, AC=10 m. a. Calculate vertical reaction Rc and moment Mc. b. Calculate the shear-force and bending-moment as a function of x. c. Draw the shear-force and bending-moment diagrams for this beam. 10 kN Mc B X Rc 15kN

1. A cantilever beam supporting two concentrated loads at points A and B, is shown in Figure 1. Assume: AB= 2m, AC=10 m. a. Calculate vertical reaction Rc and moment Mc. b. Calculate the shear-force and bending-moment as a function of x. c. Draw the shear-force and bending-moment diagrams for this beam. 10 kN Mc B X Rc 15kN

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

Draw Shear Force and Bending Moment Diagram Graphically for the following Beam
The beam AB, shown in Figure 1a, with length L = 4.5 m is subjected to a uniform distributed load w = 13 kN/m and a concentrated moment M = 18 kN.m applied at point B. The beam has a rectangular cross-section with height h = 183 mm, width b = 98 mm, and constant thickness t = 12.5 mm as shown in Figure 1b. Take E = 200 GPa. 1.1. Determine the moment of inertia of the cross section. 1.2. Determine the slope at point B
Draw moment diagrams for the beam in the figure that has constant bending stiffness, EI.
A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F= 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B)= 1.65 metres (m). The dimensions of the rectangular section %3D of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the second moment of area for rectangular section of the beam about its centroidal x- axis (Ixxcentroid). Give your answer in mm4 and rounded to nearest mm4. MacBook Air
Need help with this Q.
A bending moment due to load applied on the head of femur bone which is offset by a distance (x= 50 mm) off the bone center for a person standing in relaxation.His weight is 70kg.1. Find the maximum bending stress induced due to the weight and compare it to the maximum comp. stress. R= 20mm t= 12mm.2. Draw the expression for the second moment (I) basing on min-wall hollow cylinder.3. Find the principal stress σ1, σ2, τx1y1, and the angle θp for point C and D shown.
A propped cantilever beam is loaded by a bending moment of the magnitude M_B at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight ℎ that are constant along the length of the beam L. The beam material’s Young’s modulus is Q. Assuming the positive deflections and positive vertical reaction forces are upward, calculate the value of the reaction forces at points A and B the absolute value of the reaction bending moment at point A A) Let R represent the reaction force at Support B. By releasing the beam at Support B and imposing a force R at Point B, the deflection of the beam consists of two parts,i.e. Part I- the deflection caused by M_B ; Part II- the deflection caused by R Please treat R, w, h , L , E as variables in this step , the mathematical equation for the deflection at Point B caused by R ( Part II) can be written as: b) Using the provided data: cross-section width w = 14 mm, cross-section hight h = 82…
please answer do not image format
I need the answer as soon as possible
Nilo
A beam of 8 m long, loaded with uniformly distributed load on the 4 m span CE with a concentrated load on C and moment on B as shown in Figure. Draw the Shear Force and Bending Moment diagrams stating the important values..Note: SN = %3D Student Number SN (kN) SN (kN/m) SN (kN.m) A E B C D 2 m 2 m 2 m 2 m
Given the beam shown below (E=200GPa, I=180x106 mm4, 80mmx300mm), do the following: a. Draw the shear force and bending moment diagrams b. Find the magnitude and location of the maximum tensile bending stress c. Using superposition, find the elastic curve and then the deflection of the beam at B, C, and D 8kN 4kN A B 4m 3m 3m