Assume the boring(s) and/or CPT(s) to characterize the site will extend to the same depth. Based on knowledge of the project area and an awareness of business practices, what is the minimum boring or CPT depth you would recommend for foundation design and construction purposes? Select one: O a. < 30 ft O b. 30 to 59 ft

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Assume the boring(s) and/or CPT(s) to characterize the site will extend to the same depth. Based on
knowledge of the project area and an awareness of business practices, what is the minimum boring
or CPT depth you would recommend for foundation design and construction purposes?
Select one:
О а. < 30 ft
O b. 30 to 59 ft
О с. 60 to 69 ft
O d. 70 to 79 ft
O e. 80 to 89 ft
O f. 90 to 99 ft
O g. > 100 ft
The applicable building code specifies obtaining geotechnical data from a minimum of:
1. For structures under three (3) stories and not over 10,000 square feet of floor area: one (1) soil
boring or CPT.
2. For other structures with 15,000 square feet or less of ground floor area: two (2) soil borings or
CPTs.
3. For other structures with more than 15,000 square feet of ground floor area: (2) soil borings or
CPTS plus one (1) soil boring or CPT for each additional 15,000 square feet of ground floor area.
To comply with the code, how many soil borings and/or CPTS should you propose?
Select one:
O a. 1 or 2
O b. 3 to 5
O c. 6 to 8
Transcribed Image Text:Assume the boring(s) and/or CPT(s) to characterize the site will extend to the same depth. Based on knowledge of the project area and an awareness of business practices, what is the minimum boring or CPT depth you would recommend for foundation design and construction purposes? Select one: О а. < 30 ft O b. 30 to 59 ft О с. 60 to 69 ft O d. 70 to 79 ft O e. 80 to 89 ft O f. 90 to 99 ft O g. > 100 ft The applicable building code specifies obtaining geotechnical data from a minimum of: 1. For structures under three (3) stories and not over 10,000 square feet of floor area: one (1) soil boring or CPT. 2. For other structures with 15,000 square feet or less of ground floor area: two (2) soil borings or CPTs. 3. For other structures with more than 15,000 square feet of ground floor area: (2) soil borings or CPTS plus one (1) soil boring or CPT for each additional 15,000 square feet of ground floor area. To comply with the code, how many soil borings and/or CPTS should you propose? Select one: O a. 1 or 2 O b. 3 to 5 O c. 6 to 8
Use the following information to answer the next four (4) questions.
A client has selected you to provide geotechnical engineering services for a multi-story steel-framed
building. The structural engineer expects the maximum column load in compression to be about 100
kips. She has stated the structure can tolerate up to 1 in. of total long-term settlement and 1/2 in. of
differential settlement. The site is a vacant parcel of land in Kenner, Louisiana. This building will be
200 ft wide and 400 ft long as shown below.
L= 400 ft
W = 200 ft
Based on published geological information and data from borings and CPTS on adjacent properties,
you are reasonably certain that the soils to about 75- to 80-ft depth are mostly soft, normally
consolidated Recent (Holocene) clays. Below the Recent clays are strong (stiff to very stiff)
Pleistocene clays that are relatively incompressible.
Which type of foundation do you think will be needed, shallow or deep?
Answer:
Transcribed Image Text:Use the following information to answer the next four (4) questions. A client has selected you to provide geotechnical engineering services for a multi-story steel-framed building. The structural engineer expects the maximum column load in compression to be about 100 kips. She has stated the structure can tolerate up to 1 in. of total long-term settlement and 1/2 in. of differential settlement. The site is a vacant parcel of land in Kenner, Louisiana. This building will be 200 ft wide and 400 ft long as shown below. L= 400 ft W = 200 ft Based on published geological information and data from borings and CPTS on adjacent properties, you are reasonably certain that the soils to about 75- to 80-ft depth are mostly soft, normally consolidated Recent (Holocene) clays. Below the Recent clays are strong (stiff to very stiff) Pleistocene clays that are relatively incompressible. Which type of foundation do you think will be needed, shallow or deep? Answer:
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