Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of 8 at the right end and (c) calculate the value of ô midway between the supports. Use E = 29 x 103 ksi and I = 204 in“. 16 kip kip 2 kip/ft - 6 ft - 6 ft- - 6 ft
Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of 8 at the right end and (c) calculate the value of ô midway between the supports. Use E = 29 x 103 ksi and I = 204 in“. 16 kip kip 2 kip/ft - 6 ft - 6 ft- - 6 ft
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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