1. A simple beam having a span of 10 m carries a triangular loadwhich varies at 12 kN/m at the center of the beam to 0 kN/m atboth the supports. Compute the deflection at the midspanassuming that El is constant.a. 500/El kN-m^3b. 130/El kN-m^3c. 250/El kN-m^3d. 120/El kN-m^3

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Answered: 1. A simple beam having a span of 10 m…

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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The cantilever beam shown having a property of E = 200 gPa and I = 195 x 106 mm². Determine the deflection at point C in mm Where: w = 92 kN/m; L1= 6.1 m; L2 = 2 m W B +64 с
A beam 2.4 m long is simply supported at two points A and B which are 1.44 m apart; point A is 0.36 m from the left-hand end of the beam and point B is 0.6 m from the right-hand end; the value of EI for the beam is 240×10® Nmm². Find the slope at the supports due to a load of 2 kN applied at the mid-point of AB. Use the reciprocal theorem in conjunction with the above result to find the deflection at the mid-point of AB due to loads of 3 kN applied at each end of the beam. Ans. 0.011, 15.8 mm.
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A IS AT THE FIXED SUPPORT point B is 6 meters from left support, point C is 9 meters from left support . D AT THE END
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1. A simple beam having a span of 10 m carries a triangular load which varies at 12 kN/m at the center of the beam to 0 kN/m at both the supports. Compute the deflection at the midspan assuming that El is constant. a. 500/El kN-m^3 b. 130/El kN-m^3 c. 250/El kN-m^3 d. 120/EI kN-m^3