A 414 mm square interior column carries a dead load of 955 kN and a live load of 888 kN. A rectangular footing is required to carry the column loads such that the length of the long side must be equal to twice the width of the short side. Assume base of the footing is 1.3 m below the ground surface. Allowable soil bearing pressure of soil is 191 kPa. f'c = 24.8 MPa, fy = 415 MPa. Unit weight of soil = 15.40 kN/m³ and %3D unit weight of concrete = 23.5 kN/m³. Thickness of the footing = 520 mm. Use concrete cover to bar centroid = 75 mm. Calculate the required amount of reinforcement (in mm²) parallel to the short side to be provided in the center bandwidth.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
Design of Isolated Footing Footing Question: (See photo) Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER.
A 414 mm square interior column
carries a dead load of 955 kN and a
live load of 888 kN. A rectangular
footing is required to carry the
column loads such that the length of
the long side must be equal to twice
the width of the short side. Assume
base of the footing is 1.3 m below
the ground surface. Allowable soil
bearing pressure of soil is 191 kPa.
f'c = 24.8 MPa, fy = 415 MPa. Unit
weight of soil = 15.40 kN/m3 and
unit weight of concrete = 23.5
kN/m3. Thickness of the footing
%3D
520 mm. Use concrete cover to bar
centroid = 75 mm.
%3D
Calculate the required amount of
reinforcement (in mm²) parallel to the
short side to be provided in the
center bandwidth.
Note: Present the length (L) and
width (B) in multiples of 10 mm.
Solve for the short dimension fırst.
Transcribed Image Text:A 414 mm square interior column carries a dead load of 955 kN and a live load of 888 kN. A rectangular footing is required to carry the column loads such that the length of the long side must be equal to twice the width of the short side. Assume base of the footing is 1.3 m below the ground surface. Allowable soil bearing pressure of soil is 191 kPa. f'c = 24.8 MPa, fy = 415 MPa. Unit weight of soil = 15.40 kN/m3 and unit weight of concrete = 23.5 kN/m3. Thickness of the footing %3D 520 mm. Use concrete cover to bar centroid = 75 mm. %3D Calculate the required amount of reinforcement (in mm²) parallel to the short side to be provided in the center bandwidth. Note: Present the length (L) and width (B) in multiples of 10 mm. Solve for the short dimension fırst.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Types of Foundation
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning