Given a column with the following properties: h1=400 mm h2=600 mm h3=750mm h4=300 mm Diameter of

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Given a column with the following properties:

h1=400 mm

h2=600 mm

h3=750mm

h4=300 mm

Diameter of bars = 28 mm

steel cover = 70mm on all bars.

f'c = 35 MPa

fy of vertical bars = 420MPa

Assuming positive bending along the horizontal axis. Calculate the Nominal Moment Capacity of the column at an eccentricity of 100 mm.

Answer must be in kN-m.

note: follow the NSCP 2015 references

subject: reinforced concrete design

course code: 407

Related Book For answer-question

Thermodynamics An Interactive Approach

ISBN: 978-0130351173

1st edition

Authors: Subrata Bhattacharjee

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Posted Date: Mar 21, 2024 01:25 AM

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Given a column with the following properties: h1=400 mm h2=600 mm h3=750mm h4=300 mm Diameter of

Question:

h2.0mm h1 mm h4 0 h3 Diameter of Bars = 28mm h2.0mm h1 mm h4 0 h3 Diameter of Bars = 28mm

Expert Answer:

To calculate the nominal moment capacity of the column we need to consider the contribution of both ... View the full answer

Thermodynamics An Interactive Approach

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