Figure below shows a cantilever member bent in the form of a quadrant of a circle with radius of 1.0 m up to the centre of the cross section. The member is subjected a load of 2 kN as shown. The member is having circular cross section with a diameter of 50 mm. Modulus of elasticity (E) of the material is 2.0 x 105 MPa. Calculate the horizontal displacement of the tip. 2 kN
Figure below shows a cantilever member bent in the form of a quadrant of a circle with radius of 1.0 m up to the centre of the cross section. The member is subjected a load of 2 kN as shown. The member is having circular cross section with a diameter of 50 mm. Modulus of elasticity (E) of the material is 2.0 x 105 MPa. Calculate the horizontal displacement of the tip. 2 kN
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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