Only sure experts solve it not chat gpt will dislike okk.subjext Civil Engineering SAMPLE PROBLEM NO. 4A simply supported beam carries the load shown. Determinethe maximum deflection.W = 88 kN/mConjugate7m,B

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Answered: SAMPLE PROBLEM NO. 4 A simply supported…

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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Use the conjugate beam method to determine the slope and deflection at point D of the beam shown.
In the beam loaded as shown below, determine the deflection under point B. Determine also the maximum midspan defections (use cross Section of beam is 150mm x 320mm and E= 9.50GPa
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Question 3. Please find the deflection at the center of the beam by method of superposition. Use the table (in appendix). kN W = 10 т L = 9 m, P = 20 kN, EI = 100 * 106 Nm²
2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and l=65.0x106 mm4. %3D 24 kN 18 kN/m A B |-1.5 m→-1.5 m- 3 m
2. Determine the deflection at the midspan of the beam shown below. El is constant. Ami 1 m 10 KN 1 m 5 kN/m 21 2 m TTTTT B
1.(a) Using conjugate beam method find deflection at B, and 0 E 200GPa, I=60×106m¹ B 10000 8kN 12m D 12m hinge B 15m C 30 kNm
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Find the location and the magnitude of the maximum deflection of the beam shown. Use the Conjugate Beam method. E = 29000 ksi, 1= 3033 in 60 k 60 k D E B Hinge -10 ft -10 ft- -10 t- -10 ft- L= 40 ft El = constant E = 29,000 ksi
1. By using Conjugate Beam Method, Determine the deflection at the midspan of the beamshown. 30 kN/m A C 5 m- m- El = constant E = 200 GPa I= 1460x10mm
If x is measured from the left end of the beam, compute for the deflection at x=7m. Also, determine the location and magnitude of the maximum deflection. Use double integration method. The flexural rigidity of the beam is IE.

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SAMPLE PROBLEM NO. 4 A simply supported beam carries the load shown. Determine the maximum deflection. W = 88 kN/m Conjugate 7m, B