Q2) The figure shows a cantilever consisting of steel channel size 127 mm×64 mm. Using superposition, find the deflection at B and the maximum stress in the beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m. Calculate the deflection at point B in (mm). Use E= 207 GPa. y L I kN/m B A
Q2) The figure shows a cantilever consisting of steel channel size 127 mm×64 mm. Using superposition, find the deflection at B and the maximum stress in the beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m. Calculate the deflection at point B in (mm). Use E= 207 GPa. y L I kN/m B A
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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Find.
(1) Maximum bending stress at point B
(2). Calculate deflection at point B.
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