b) In Figure Q1, an axial load P is applied at point D that is 5 mm from the geometric axis of the square aluminium bar BC. Given, E-120 GPa, determine: i. The magnitude of load P for which the horizontal deflection of point Cis 5 mm. ii. The corresponding maximum stress in the column. iii. What happen to load carrying capacity if the bar AB is replaced with a square column square side length 120 mm, and of the same cross-sectional area? Give your comment based on engineering analysis. 120 mm C+ 2.8 m 7 = 6 mm Figure Q1: A load P applied to the round column.

b) In Figure Q1, an axial load P is applied at point D that is 5 mm from the geometric axis of the square aluminium bar BC. Given, E-120 GPa, determine: i. The magnitude of load P for which the horizontal deflection of point Cis 5 mm. ii. The corresponding maximum stress in the column. iii. What happen to load carrying capacity if the bar AB is replaced with a square column square side length 120 mm, and of the same cross-sectional area? Give your comment based on engineering analysis. 120 mm C+ 2.8 m 7 = 6 mm Figure Q1: A load P applied to the round column.

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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