12. The concrete table column-support in Problem 20is reinforced with three -in steel rods, as shown in the accompanying figure. Determine the deflection and average normal stresses along the column under a load of 1000 lb. Divide the column into five elements. (Ee = 3.27 × 10° ksi; E, = 29 x 10° ksi) 1000 lb -6 in 4 in 9 in 28 in 3 in in 12 in cooo

12. The concrete table column-support in Problem 20is reinforced with three -in steel rods, as shown in the accompanying figure. Determine the deflection and average normal stresses along the column under a load of 1000 lb. Divide the column into five elements. (Ee = 3.27 × 10° ksi; E, = 29 x 10° ksi) 1000 lb -6 in 4 in 9 in 28 in 3 in in 12 in cooo

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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