Use 3 decimal places Analyze the continuous beam loaded and supported as shownusing 3ME.A540 lb115 lb/ft85 lb/ft85 lb.ftDB2m3m6 m4 m2.5 ma) Determine the reaction at the roller support, B.b) Determine the reaction the roller support, C.c) Determine the moment at the fixed support, D.d) Determine the deflection at the point ofapplication of the concentrated load.

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Answered: Analyze the continuous beam loaded and…

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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5-3 Beam AB carries a uniformly distributed load of intensity ωo = 30 N/m as shown in theFigure. The beam is made up of a material with an elastic modulus E = 50 GPa and has asquare cross-section of side 10 mm, both of which are constant along the length of thebeam. Determine the reactions at A and B. (Please use the method of superposition tofind the deflection of beam
EXAMPLE 4.7 Two cylindrical rods, one of steel and the other of brass, are joined at Cand restrained by rigid supports at A and E. For the loading shown and knowing that E.= 200 GPa and E.= 105 GPa, determine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180 -15 Dl Вгass 40 kN E Steel B. 60 kN 40-mm diam. 30-mm diam.
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34
3. Find the midspan deflection o for the beam as shown, carrying two triangularly distributed loads. 1kN/m 1kN/m 4m 4m R2 R
A rigid bar BDE is welded to a steel beam AC. Compute deflection at B if El is constant. A EI 1.5 m B D 1.5 m E 20 kN/m 60 kN + 1.5 m C
A rectangular column with cross-sectional dimen- sions b and h is pin-supported at ends A and C (see figure). At midheight, the column is restrained in the plane of the figure but is free to deflect perpendicular to the plane of the figure. Determine the ratio h/b such that the critical load is the same for buckling in the two principal planes of the column. CO L Ix 2 B Soati
A simply supported beam has a span of 12 m and carries a concentrated load of 20 kN at its midspan. E = 200 GPa and I = 6 ×10⁶ mm⁴ . It is pin connected at the left support and a roller on the right support. 1. Which of the following gives the deflection under the load P? a. 720/EI b. 625/EI c. 705/EI d. 750/EI 2. Which of the following gives the slope at a point C, 3m from the left support? a. 120/EI b. 100/EI c. 135/EI d. 150/EI 3. Which of the following gives the deflection at point C? a. 320/EI b. 385/EI c. 450/EI d. 495/EI
Find a. Reaction at D in mm b. Location Maximum Deflection from D in m c. Maximum Deflection of the beam in mm
CLO 3: An 8-m simply supported beam AB carries a downward 8- kN point load located 6 m from the left support A. Determine the value of constant of integration, c2. -35/EI -40/EI -20/EI
The beam system ABCDE is loaded as shown below, it has a constant EI of70000kN.m2. The support at B settles downwards 3mm and at C it settlesdownwards 5mm. -Analyze the system using moment distributionmethod.
Problem 3 Analyze the simply supported beam loaded and supported as shown: 1200 N 800 N В AA 2m 2 m 1 m Question 9 Determine the deflection at the point of application of the concentrated load. Ans.: ElS = Blank 1 N.m? Blank 1 Add your answer Question 10 Determine the location of the maximum deflection from the roller support along the beam. Ans.: Blank 1 m Blank 1 Add your answer Question 11 Determine the angle of rotation at the point of application of the moment. Ans.: El0 = Blank 1 N.m? Blank 1 Add your answer
9.6-1 A cantilever beam AB is subjected to a uni- form load of intensity q acting throughout its length (see figure). Determine the angle of rotation 6, and the deflection & at the free end. IA B L-

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