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Given: DL = 385 KN LL= 220 KN f'c = 28 MPa fy = 415 MPa Unsupported Length= 2.80 m K = 1.00 βd = 0.20 Required: Using 2015 NSCP specifications, design the column for the above loadings with details at the end of your design. Check for slenderness. a. Tied Column b. Spiral Column Include requirements for lateral ties and stirrups

Given: DL = 385 KN LL= 220 KN f'c = 28 MPa fy = 415 MPa Unsupported Length= 2.80 m K = 1.00 βd = 0.20 Required: Using 2015 NSCP specifications, design the column for the above loadings with details at the end of your design. Check for slenderness. a. Tied Column b. Spiral Column Include requirements for lateral ties and stirrups

Structural Analysis
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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Given:

DL = 385 KN

LL= 220 KN

f'c = 28 MPa

fy = 415 MPa

Unsupported Length= 2.80 m

K = 1.00

βd = 0.20

Required: Using 2015 NSCP specifications, design the column for the above loadings with details at the end of your design. Check for slenderness.

a. Tied Column

b. Spiral Column

Include requirements for lateral ties and stirrups

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