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- 3. Determinethe deflection at the midspanof the continuous beam shownby using Three MomentEquation 30 KN/m A D В - 10 m 10 m -10 m E = constant E = 200 GPa I = 700 (106) mm4Dvestion 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 CamScannerDET. 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
- 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 EIAnswer the question What will be the deflection at C for the beam shown? A B 1, I t- a, IDeflection 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
- M 1::ro H.W.5.png > determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips A Figure (1) 21 в E=29000ksi -1000in 15.0f -15.0t IIA 5m-beam is subjected to a concentrated load of 1200N at Im from the right support and a counter clockwise couple of 800N.m acting at 2m from the left support. 44. Which of the following gives the deflection at the point where the couple is applied? a. 825/EI b. 1280/EI c. 1340/EI d. 1560/EIQ1: Use the conjugate-beam method and determine the deflection of the end C of the cantilever beam. El=30000 kN.m2. 80 kN.m EI 2EI В -3m- 4m
- 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 dDetermine the Vertical Deflection at B. Indicate the negative sign if the answer is downward • Determine the vertical deflection at B E: 2910 Ksi I: 20 in 10 k lft D. 204 2 pt 201 21Determine the midsPan deflection for the beam (162) and I = 15*10² min" 600 N/m 3m 3m shown? use E= 106 Pa Ans/S= 12.15mm