Square column size - 16" PDL 280 kips, PLL 180 kips L = 1.5B, fy = 60 ksi, f'c = 4000 psi fa 4 ksf, Footing base = 4'-6" De find 26", soil weight = 100 pcf, Reinforcement - #8 bars 1) Design for load transfer 2) Development length for the dowels 3) Design bars for footing at both directions 4) Bars fit the footing based on development length 5) Two way footing spacing diagram.
Square column size - 16" PDL 280 kips, PLL 180 kips L = 1.5B, fy = 60 ksi, f'c = 4000 psi fa 4 ksf, Footing base = 4'-6" De find 26", soil weight = 100 pcf, Reinforcement - #8 bars 1) Design for load transfer 2) Development length for the dowels 3) Design bars for footing at both directions 4) Bars fit the footing based on development length 5) Two way footing spacing diagram.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.15P: Refer to Problem 16.13. Design the size of the footing using the modified general ultimate bearing...
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![Square column size 16"
280 kips, PLL = 180 kips
L = 1.5B, fy = 60 ksi, f'c = 4000 psi
fa 4 ksf, Footing base = 4'-6"
Df
PDL
find
26", soil weight = 100 pcf, Reinforcement - #8 bars
1) Design for load transfer
2) Development length for the dowels
3) Design bars for footing at both directions
4) Bars fit the footing based on development length
5) Two way footing spacing diagram.
4'-6"
26
B
VỈ
L
Ildi
[ld₂
Dowel Configuration
B
1.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3ca7e638-eb20-4191-8669-f0aeff3c7af5%2F5af1210b-79c5-4b03-89d8-a25ea57afff1%2Fekgh7b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Square column size 16"
280 kips, PLL = 180 kips
L = 1.5B, fy = 60 ksi, f'c = 4000 psi
fa 4 ksf, Footing base = 4'-6"
Df
PDL
find
26", soil weight = 100 pcf, Reinforcement - #8 bars
1) Design for load transfer
2) Development length for the dowels
3) Design bars for footing at both directions
4) Bars fit the footing based on development length
5) Two way footing spacing diagram.
4'-6"
26
B
VỈ
L
Ildi
[ld₂
Dowel Configuration
B
1.5
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