Figure P.2.2 P.2.3. A truncated conical bar was subjected to an axial load P as in Figure P.2.3. Compute the total elongation & of the bar if P = 200 kN, rị = 10 mm, r2 = 30 mm, l = 1 m and E = 2.0 × 10' MPa. Ans. 8 = 1.06 mm. P= 200 kN P
Figure P.2.2 P.2.3. A truncated conical bar was subjected to an axial load P as in Figure P.2.3. Compute the total elongation & of the bar if P = 200 kN, rị = 10 mm, r2 = 30 mm, l = 1 m and E = 2.0 × 10' MPa. Ans. 8 = 1.06 mm. P= 200 kN P
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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