Chapter 16 Question A round tied column with fc- 5,000 psi and grade 60 steel supports an axial load of 200 kips dead load and 150 kips live load. It also sustains a bending moment of 100 kip-ft dead load and 100 kip-ft live load. Use Figure 15.13 to determine the minimum-size column and its reinforcement. O 20 Diameter, 6 #10 bars O 24" Diameter, 6 #10 bars O 16° Diameter, 6 8 bars O 20 Diameter, 8 #11 bars

Chapter 16 Question A round tied column with fc- 5,000 psi and grade 60 steel supports an axial load of 200 kips dead load and 150 kips live load. It also sustains a bending moment of 100 kip-ft dead load and 100 kip-ft live load. Use Figure 15.13 to determine the minimum-size column and its reinforcement. O 20 Diameter, 6 #10 bars O 24" Diameter, 6 #10 bars O 16° Diameter, 6 8 bars O 20 Diameter, 8 #11 bars

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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