Using MOMENT-AREA Method for deflection analyze the beam below25KN10KN/mAEl=120000KNM^2El=200000KNM^24m4mSolve for the Slope and Deflection at POINT BHIGHLIGHT YOUR FINAL ANSWER (PUT A BOX ON YOUR FINAL ANSWER)

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Answered: Using MOMENT-AREA Method for deflection…

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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Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4
DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=65 GPa
Determine the slope at point B and the maximum deflection in the beam. E = 200 GPa and I = 450x16 mm4. Using virtual Work Method.
Moment area method and double integration method For the beams below, determine the magnitude of the maximum deflection and its location. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4.
Calculate the deflection at point B using virtual work method.W = 6.0 kN/m , P = 12.6 kN, a = 1.5m, b = 1.5m, c=1.3mNote: (input the sign)
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Will rate immediately. Need ASAP. Which of the ff gives the deflection at point C?
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P = 54 a = 3 deflection of beams using area method
Determine The Horizontal Deflection At Point D. Use The Virtual Work Method. E = 70 GPa, Ainternal = 2000 Mm, Aexternal = 2400 Mm . Distances Are In Meters. Show Complete Solutions. a) What is the Horizontal Reaction at A? b) What is the Vertical Reaction at A? c) What is the Vertical Reaction at H? ed What is the Horizontal Deflection at D?
a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm
DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=656Pa

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Using MOMENT-AREA Method for deflection analyze the beam below 25KN 10KN/m A El=120000KNm^2 CL El=200000KNM^2 4m 4m Solve for the Slope and Deflection at POINT B