Calculate the slope and deflection at free end.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.16P
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The beam as shown in Figure has a rectangular section with a depth of 250mm and width of 40mm. In addition to the point loads, the beam is also subjected to UDL having a magnitude of 176N/m acting at span from point B to free end. Calculate the slope and deflection at free end. Assume E = 200GPa. (Where P =88 KN )
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