Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m² and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m², ø'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Ngo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ 4' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m³ d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m².

Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m² and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m², ø'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Ngo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ 4' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m³ d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m².

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
16:43 A E "O. O 1L Sl +C Screenshot_2021-04.. Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m? and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m?, o'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Neo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ o' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m3 d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m?.
Transcribed Image Text:16:43 A E "O. O 1L Sl +C Screenshot_2021-04.. Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m? and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m?, o'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Neo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ o' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m3 d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m?.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 4 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Measuring sitework, excavation and piling
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
SEE MORE TEXTBOOKS