Practice Problem 7.2 A 4m x 4m x 0.4m footing with a 0.4m x 0.4m column at the center is loaded with a dead load of 370 kN and a live load of 290 kN. It also resists loads acting laterally, a 95 kN dead load and a 108 kN live load. The base of the footing is 1.4 m below the ground. Unit weight of concrete is 24 kN/m^3 for concrete and 18 kN/m^3 for the soil above the footing. Use d= 315 mm for all calculations. At ultimate condition, U=1.2D+1.6L. a) Calculate the nominal shear stress in the footing at critical section for wide beam action.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
icon
Concept explainers
Question
Practice Problem 7.2
A 4m x 4m x 0.4m footing with a 0.4m x 0.4m column at the center is loaded with a dead load of 370
kN and a live load of 290 kN. It also resists loads acting laterally, a 95 kN dead load and a 108 kN live load.
The base of the footing is 1.4 m below the ground. Unit weight of concrete is 24 kN/m^3 for concrete and 18
kN/m^3 for the soil above the footing. Use d= 315 mm for all calculations. At ultimate condition,
U=1.2D+1.6L.
a) Calculate the nominal shear stress in the footing at critical section for wide beam action.
b) Calculate the nominal shear stress in the footing at critical section for two-way action.
c) Determine the factored moment at critical section.
Transcribed Image Text:Practice Problem 7.2 A 4m x 4m x 0.4m footing with a 0.4m x 0.4m column at the center is loaded with a dead load of 370 kN and a live load of 290 kN. It also resists loads acting laterally, a 95 kN dead load and a 108 kN live load. The base of the footing is 1.4 m below the ground. Unit weight of concrete is 24 kN/m^3 for concrete and 18 kN/m^3 for the soil above the footing. Use d= 315 mm for all calculations. At ultimate condition, U=1.2D+1.6L. a) Calculate the nominal shear stress in the footing at critical section for wide beam action. b) Calculate the nominal shear stress in the footing at critical section for two-way action. c) Determine the factored moment at critical section.
Expert Solution
steps

Step by step

Solved in 2 steps

Blurred answer
Knowledge Booster
Load and resistance factor design
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