3) Figure below shows a timbr beam which is designed to carry a maximum loading of 5 kN/m and a minimum loading of 1 kN/m. To calculate the maximum deflection of the cantilever section of the beam, the loading is is located as shown. Calculate the end deflection of the cantilever in terms of the flexural stiffness El of the beam section. [Ans: 16.05/EI) 5 kN/m 1 kN/m 5 kN/m 1-5m पॉपपमा 1.6m
3) Figure below shows a timbr beam which is designed to carry a maximum loading of 5 kN/m and a minimum loading of 1 kN/m. To calculate the maximum deflection of the cantilever section of the beam, the loading is is located as shown. Calculate the end deflection of the cantilever in terms of the flexural stiffness El of the beam section. [Ans: 16.05/EI) 5 kN/m 1 kN/m 5 kN/m 1-5m पॉपपमा 1.6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I have rephrased the question for better understanding. The original question is in the attached picture and can be referenced from there.
Using the SLOPE DEFLECTION method in structural analysis:
Calculate the end deflection of the cantilever in terms of the flexural stiffness EI of the beam section. The figure below shows a timber beam which is designed to carry a maximum loading of 5 KN/m and a minimum loading of 1 KN/m. To calculate the maximum deflection of the cantilever section of the beam, the loading is shown below in the attached picture.
End deflection of cantilever answer = (16.05/EI)
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