Determine the shear and bending moment equations as functions of x, using the equilibriummethod. Draw the shear and bending moment diagrams.AK6 kN/mBA2 m1 mс☑1 m6 kN·m*D1 mE

Bending Moment Equations step 1: Calculate ReactionsTo determine the reactions at supports A and E,…

Answered: Determine the shear and bending moment…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and l=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4KN/m Birr 2 15mm 3 6m 4m 2m
143 in Newton 30 40° T15° Compute for the forces on the following based on the above figure: a. F along a is [forceA] b. along b is [forceB]
F=30 kN single load, M=34 kN.m moment and w=10 kN/m distributed load are acting on the beam whose loading condition is given in the figure. Point B is located just to the right of the application point of force F and moment M. The length L is also given as L=5 m. According to this;Question1-A) Find the support response (Dy) at point D. (Write your result in kN.)Question1-B) Find the support response (Ay) at point A. (Write your result in kN.)Question1-C) Find the shear force (VB) at point B. (Write your result in kN.)
Determine the equation of the elastic curve for the beam using the x coordinate that is valid for 0 < x < L. EI is constant.
Draw the shear force and bending moment diagrams of the beam whose span and loading condition are given in the figure. Calculate the section rotation (OA) at point A and the vertical displacement (Yc) at point C using the moment are theorem in mm. (EI = 50000 kN.m2) P=3kN L1=4m L2=1.3m A EI L1 (m) B * 2EI L2 (m) C P (KN)
ЗР L/6 1. From figure 1.1. Determine 10 the distance 'a' as a fraction of the beam's length 'L' for locating the roller support at C so that the internal moment at B is zero. * 2. A particle is subjected to vector forces A = (2lb)i + (-6lb)j + (10lb)k and B = (-6lb)i %3D + (-2lb)j + (2lb)k. What will be the resultant force? *
Please answer. Include all fbd's.
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Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. 9N IIN 100N /m 30N/m 52N/m 1m 2m 3m 5m 4m 7m B
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Determine the shear and bending moment equations as functions of x, using the equilibrium method. Draw the shear and bending moment diagrams. A K 6 kN/m BA 2 m 1 m с ☑ 1 m 6 kN·m * D 1 m E