Given a column with the following properties: h1=400 mm h2=600 mm h3=750mm h4=300 mm Diameter of
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Question:
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
Thermodynamics An Interactive Approach
ISBN: 978-0130351173
1st edition
Authors: Subrata Bhattacharjee
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