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A - *— L Wo B Determine the equations for the beam slope/angle and deflection using the double integration method. Keep all parameters (wo, E, I, L) in variable form. - Determine the maximum slope of the beam. El is constant - Calculate the angle (in radians) and deflection (in inches) at the midspan (i.e. L/2 from the left end of the beam). If wo,= 3.8 kip/ft, E = 18321 ksi, = 526 in*, L = 12.8 ft

A - *— L Wo B Determine the equations for the beam slope/angle and deflection using the double integration method. Keep all parameters (wo, E, I, L) in variable form. - Determine the maximum slope of the beam. El is constant - Calculate the angle (in radians) and deflection (in inches) at the midspan (i.e. L/2 from the left end of the beam). If wo,= 3.8 kip/ft, E = 18321 ksi, = 526 in*, L = 12.8 ft

Structural Analysis
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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A -*— L Wo B - Determine the equations for the beam slope/angle and deflection using the double integration method. Keep all parameters (wo, E, I, L) in variable form. Determine the maximum slope of the beam. El is constant - Calculate the angle (in radians) and deflection (in inches) at the midspan (i.e. L/2 from the left end of the beam). If wo,= 3.8 kip/ft, E= 18321 ksi = 526 in¹, L = 12.8 ft
Transcribed Image Text:A -*— L Wo B - Determine the equations for the beam slope/angle and deflection using the double integration method. Keep all parameters (wo, E, I, L) in variable form. Determine the maximum slope of the beam. El is constant - Calculate the angle (in radians) and deflection (in inches) at the midspan (i.e. L/2 from the left end of the beam). If wo,= 3.8 kip/ft, E= 18321 ksi = 526 in¹, L = 12.8 ft
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