
Soil Bearing Capacity and Footing Design Quiz
Authored by Percia Gomez
Engineering
11th Grade
Used 1+ times

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14 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
A column carries a load of 44 kips and is supported on a 1-foot thick spread footing, which rests on clay. What is the task required for this column?
Calculate the total load on the column.
Size the smallest square footing to support the load.
Determine the height of the column.
Find the allowable soil bearing pressure.
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the formula for net allowable soil bearing pressure in spread footing design?
q_{net} = q_{allowable} - P_{footing}
q_{net} = P x A
q_{net} = q_{allowable} + P_{footing}
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Dead Load= 55,000 lbs
Live Load =68,000 lbs
Column W16X57
Column Height 12 feet
Assume thickness of footing 18”
Allowable Soil Bearing
Capacity = 4,000 psf
Include both the weight of the column and the weight of the footing in your calculations.
Note: Concrete weighs 150 lb/ft3
What is the allowable soil bearing capacity given in the document?
3,000 psf
4,000 psf
5,000 psf
6,000 psf
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the total load on the footing if the dead load is 55,000 lbs and the live load is 68,000 lbs?
123,000 lbs
113,000 lbs
133,000 lbs
143,000 lbs
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Dead Load= 55,000 lbs
Live Load =68,000 lbs
Column W16X57
Column Height 12 feet
Assume thickness of footing 18”
Allowable Soil Bearing
Capacity = 4,000 psf
Include both the weight of the column and the weight of the footing in your calculations.
Note: Concrete weighs 150 lb/ft3
What is the column height mentioned in the document?
10 feet
12 feet
14 feet
16 feet
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Determine if the given footing size of 6’-0” X 6’-0” will be sufficient to carry the given loads. The structure is a one-story slab on grade.
Dead Load= 55,000 lbs
Live Load =68,000 lbs
Column W16X57
Column Height 12 feet
Assume thickness of footing 18”
Allowable Soil Bearing
Capacity = 4,000 psf
Include both the weight of the column and the weight of the footing in your calculations.
Note: Concrete weighs 150 lb/ft3
What is the assumed thickness of the footing?
12 inches
15 inches
18 inches
20 inches
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the formula for calculating the soil bearing pressure due to footing weight?
P_{footing} = q_{allowable} - q_{net}
P_{footing} = P x A
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