4. Byusing Conjugate BeamMethod, Determinethedeflection 3mtotheleft of rollersupport.55 kN30 kN/m+3 m-9 mEl = constant%3DE = 200 GPaI = 830 x 106 mm4(a) Real Beam

Answered: Image /qna-images/answer/976d25e3-8960-4ed9-8149-f68dd9fd125b.jpg

Answered: Byusing ConjugateBeamMethod,…

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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Find the value of midspan deflection for the beams shown? 900N/m 400N 600N.m A IS Im 2m Im 2m Im 3 Ans/ S= 83.3 №. m² EI 3m Ans/5=2940 N.m² EI
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
7. Find the deflection at point C from the beam loaded as shown. Use E = 200 GPa and 1 = 9 x 107 mm. Use conjugate beam method CS Scanned with CamScanner a -5.0 m 27 kN 20 kN/m Soy -3.0 m- C b
Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner
ANALYSIS OF STATICALLY INDETERMINATE BEAMS Problem: For the beam loaded as shown, determine the reaction components using Double Integration Method. Use E= 200 GPa, I = 800 x 106 mm4 when necessary. P= 219 KN 3.00 3.00 300 kNm 6.00 90 kN/m 7.00 12.0 m 4.00 6.00 ***********
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
>10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members
J: Using the conjugate beam method to determine rotation at B & deflection at C 40 kN/m 8 m 20 KN 150 KN m
5. For the beam loaded as shown, find the slope at the right support and the deflection at point A. Use E = 200 GPa and 1= 9 x 107 mm4. Use conjugate beam method a CS Scanned with CamScanner 20 kN/m -1.5 m b -4.5 m 10 kN/m ch 1.0 m
ASAP
Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN X kN 2m 1 F 2m B 10 + B 1. What is the reaction at A? (kN) 2. What is the reaction at B? (kN) 3. What is the deflection at a point 2 m from A? (N/m³)/EI 4. What is the deflection at a point 2 m from B? (N/m³)/EI 5. What is the slope at a point 2 m from A? (N/m²)/EI 6. What is the slope at a point 2 m from B? (N/m²)/EI 7. At what distance from A will the maximum deflection of the beam occur? (m) 8. What is the maximum deflection on the beam? (N/m³)/EI
3. Find the deflection at the midspan of the beam loaded as shown. The beam supports a uniformly distributed load of 10 kN/m from the left support to point B and another uniformly distributed load of 15 kN/m from point C to point D. Use E = 200,000 MPa and I = 9 x 107 mm². Use conjugate beam method CS Scanned with CamScanner an 10 kN/m -3.0 m- -2.0 m с 15 kN/m -2.0 m d

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Byusing ConjugateBeamMethod, Determinethedeflection 3mtotheleft of rollersupport 55 kN 30 kN/m B A C 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm