Design a short tied columnservicedead load moment= 400 MPa and steel ratio Pg =0.03. Use 2015 NSCP specs.also carry afor a service DL = 1200 KN and a service LL = 890 KN. It willof 35 KN-m and a service live load moment of 28 KN-m. Use f'c = 30 MPa, Fy

Given values: DL= 1200 KN LL= 890 KN DL moment = 35 KN.m LL moment = 28 KN.m f'c = 30 MPa fy = 400…

Design a short tied column for a service DL= 1200 KN and a service LL = 890 KN. It will also carry a service dead load moment of 35 KN-m and a service live load moment of 28 KN-m. Use f'c = 30 MPa, Fy = 400 MPa and steel ratio Pg =0.03. Use 2015 NSCP specs.

Design a short tied column for a service DL= 1200 KN and a service LL = 890 KN. It will also carry a service dead load moment of 35 KN-m and a service live load moment of 28 KN-m. Use f'c = 30 MPa, Fy = 400 MPa and steel ratio Pg =0.03. Use 2015 NSCP specs.

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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Question

Design a short tied column
service
dead load moment
= 400 MPa and steel ratio Pg =0.03. Use 2015 NSCP specs.
also carry a
for a service DL = 1200 KN and a service LL = 890 KN. It will
of 35 KN-m and a service live load moment of 28 KN-m. Use f'c = 30 MPa, Fy

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