Problem 2.A reinforced concrete square footing supports a 450mm x 450mm square column carrying a total dead load of 720kN and a total live load of 1130kN. The footing dimension is 4m x 4m and is supported by 9piles 1.2m apart on a 3 x 3 formation. The effective depth of the footing is 650mm. Take fc= 21MPa for concrete and fy= 275MPa for steel. a. Determine the factored load on each pile. b. Determine the nominal wide beam shear stress to be resisted by the footing. c. Determine the nominal punching shear stress to be resisted by the footing. d. Determine the factored moment to be resisted by the footing.

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

Geotechnical engineering -2 (foundation engineering)

Solve the following problem with complete solution thank you so much here is 5:15pm i need it by 5:55pm thanks! :) 

Problem 2.A reinforced concrete square footing supports a 450mm x
450mm square column carrying a total dead load of 720kN and a total live
load of 1130kN. The footing dimension is 4m x 4m and is supported by
9piles 1.2m apart on a 3 x 3 formation. The effective depth of the footing is
650mm. Take f'c= 21MPA for concrete and fy= 275MPA for steel.
a. Determine the factored load on each pile.
b. Determine the nominal wide beam shear stress to be resisted by the
footing.
c. Determine the nominal punching shear stress to be resisted by the
footing.
d. Determine the factored moment to be resisted by the footing.
Transcribed Image Text:Problem 2.A reinforced concrete square footing supports a 450mm x 450mm square column carrying a total dead load of 720kN and a total live load of 1130kN. The footing dimension is 4m x 4m and is supported by 9piles 1.2m apart on a 3 x 3 formation. The effective depth of the footing is 650mm. Take f'c= 21MPA for concrete and fy= 275MPA for steel. a. Determine the factored load on each pile. b. Determine the nominal wide beam shear stress to be resisted by the footing. c. Determine the nominal punching shear stress to be resisted by the footing. d. Determine the factored moment to be resisted by the footing.
Expert Solution
steps

Step by step

Solved in 4 steps with 3 images

Blurred answer
Knowledge Booster
Foundation plan layout
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.
Similar questions
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