Situation 9- Refer to Figure CO23.52. The columns loads of the combined footinga P1 = 1200 kN and P2 = 800 kN. Distances b 6 m and c= 3 m. 26. Determine the value of distance "a" such that the pressure at the base of the footing will be uniform. А. 3.6 m В. 3.2 m %3D %3D С. 3 m D. 4.2 m 27. If P1 = P2 1200 kN and a = 3 m, what is the maximum shear in the footing? A. 10000 kN B. 4000 kN C. 8000 kN D. 6000 kN 28. If P1 Pz 1200 kN and a 3 m, find the lecation of the point of inflection from the left end of the footing. А. 6 m В. 3 m C. 4.5 m D. 9 m a P, Figure C023.52

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
100%

solve the problem

B. 5.87 MPa
D. 1.08 MPa
Situation 9- Refer to Figure CO23.52. The columns loads of the combined footing
P1 = 1200 kN and P2 = 800 kN. Distancesb 6 m and c = 3 m.
26. Determine the value of distance "a" such that the pressure at the base of the
footing will be uniform.
А. 3.6 m
В. 3.2 m
are
%3D
%3D
С. 3 m
D. 4.2 m
27. If P1 = P2 = 1200 kN and a = 3 m, what is the maximum shear in the footing?
%3D
a%3D
A. 10000 kN
B. 4000 kN
C. 8000 kN
D. 6000 kN
28. If P1 P2 = 1200 kN and a 3 m, find the lecation of the point of inflection from
%3D
the left end of the footing.
А. 6 m
В. 3 m
C. 4.5 m
D. 9 m
b.
a.
P
Figure C023.52
Transcribed Image Text:B. 5.87 MPa D. 1.08 MPa Situation 9- Refer to Figure CO23.52. The columns loads of the combined footing P1 = 1200 kN and P2 = 800 kN. Distancesb 6 m and c = 3 m. 26. Determine the value of distance "a" such that the pressure at the base of the footing will be uniform. А. 3.6 m В. 3.2 m are %3D %3D С. 3 m D. 4.2 m 27. If P1 = P2 = 1200 kN and a = 3 m, what is the maximum shear in the footing? %3D a%3D A. 10000 kN B. 4000 kN C. 8000 kN D. 6000 kN 28. If P1 P2 = 1200 kN and a 3 m, find the lecation of the point of inflection from %3D the left end of the footing. А. 6 m В. 3 m C. 4.5 m D. 9 m b. a. P Figure C023.52
Expert Solution
steps

Step by step

Solved in 3 steps with 3 images

Blurred answer
Knowledge Booster
Pressure and stress
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