Kindly post a neat and complete solution for the following problem. Good day. Solve the following problem completely:Perform the following problem using Double Integration Method. Assume that El is constant.Find:A. Determine the rotation at AB. Compute the rotation at BC. Calculate the maximum deflection of the beam6.5 kNM = 2 kN-mAB2 m2 m2 m

Answered: Solve the following problem completely:…

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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Problem 3 Conjugate Beam Method: For the given beam below, answer the questions. El = constant: P M=Pa B a a (a) Draw the conjugate beam (clearly show the supports of the conjugate beam and mark the important values). (b) Determine the slope angle at point B, 0B, of the real beam using the conjugate beam method. Determine the deflection at point B, Ag, of the real beam using the conjugate beam method.
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (EIA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of El, these two values of E and I are not given in the problem.) P, P2 1.0m B 3.0m 1.0m A 5.0m P2 N 976 676
P=100 N, Mo=g00 Nimm, |1= 800mm,b=l0m, h=20m b=10mmi h= 20mm In its shape, P force and Mo moment act on the B end of the cantilever beam. And the cross section of the beam is given. Find the deflection (deflection) and rotation (tilt) at the B end of the beam using Castiglioino's theorem, according to the given data. E= 200 G Pa
Determine the slope and deflection at point A of the beam shown by the double integration method. Q. 2 B A El = constant
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (ElA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of EI, these two values of E and I are not given in the problem.) P, P2 3.0m 1.0m 1.0m A 5.0m P1 P2 N N 964 664
A 1. USE THE CONJUGATE BEAM METHOD TO DETERMINE THE SLOPE AND DEFLECTION AT POINT B OF THE BEAM SHOWN BELOW. 5 m EI= constant 90 KN B
Determine the slope and deflection at point B of the steel beamshown in the figure. The reactions are already given. Let E = 29(10^3) ksi and I = 800in^4
Consider the beam shown in (Figure 1). EI is constant. Assume that EI is in kN. m². Use the conjugate-beam method to solve this problem. Follow the sign convention. Figure A 4 m 8 kN-m 1 of 1 Submit Part B Correct 0B = Determine the slope at B. Express your answer in terms of E and I. Submit Part C Previous Answers AB= Submit Provide Feedback VE ΑΣΦ Determine the deflection at B. Express your answer in terms of E and I. Request Answer vec —| ΑΣΦ ↓↑ vec Request Answer ? ? rad m
for the beam Shown in figure, find the value of rotation at supports and the value of deflection at Points Cand D by using double integration. method? use EI = &nstant. loo KN 60 kN/m 2m Im 3m 2m
A cantilever beam AB is loaded as shown in Figure 1. EI is constant for the beam. L = 2.7 m and P = 8.9 kN. Write down your L and P values and answer parts a to c below. (a) Using the moment area method, determine the slope of the beam at B. (b) Using the conjugate beam method, determine vertical deflection at B. (c) Draw the free body diagram (FBD) of the virtual force system for the virtual work method to determine the vertical deflection at the mid-span of the beam. (Note: No calculations are required and show only the FBD).
A simply supported beam is loaded as shown in the figure. Assume El is constant. Determine the deflection at midspan in terms of El using virtual work method.
Q2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Mohr's theorems. Take. E = 2.05 x 105 N/mm2 and I= 0.85 x 108 mm4 IZKN lokN 米 3.4m

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Solve the following problem completely: Perform the following problem using Double Integration Method. Assume that El is constant. Find: A. Determine the rotation at A B. Compute the rotation at B C.Calculate the maximum deflection of the beam 6.5 kN M = 2 kN-m A B 2 m 2 m 2 m