1- Given Data Ꭰ L 40 in × 30 in fy Column = 350 Kips = 250 Kips = 60 ksi fé fy qa Footing = 3.25 ksi = 60 ksi = 2.7 ksf

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.10P
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1- Given Data
Column
D
= 350 Kips
L
= 250 Kips
fy
40 in × 30 in
qa
fy
= 60 ksi
fé
= 3.25 ksi
Find: suitable rectangular footing design for L/B = 1.6.
• There is no need to determine the development length.
1ksf = 47.5 kPa
•
B
Y=30 in
X= 40 in
L
fé
Footing
= 3.25 ksi
= 60 ksi
= 2.7 ksf
Transcribed Image Text:1- Given Data Column D = 350 Kips L = 250 Kips fy 40 in × 30 in qa fy = 60 ksi fé = 3.25 ksi Find: suitable rectangular footing design for L/B = 1.6. • There is no need to determine the development length. 1ksf = 47.5 kPa • B Y=30 in X= 40 in L fé Footing = 3.25 ksi = 60 ksi = 2.7 ksf
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