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1- Given Data Footing = 3.25 ksi = 60 ksi = 2.7 ksf Column = 350 Kips = 250 Kips D L fy 40 in × 30 in qa = 60 ksi = 3.25 ksi fy Find: suitable rectangular footing design for L/B = 1.6. There is no need to determine the development length. 1ksf = 47.5 kPa В X= 40 in L Y=30 in

1- Given Data Footing = 3.25 ksi = 60 ksi = 2.7 ksf Column = 350 Kips = 250 Kips D L fy 40 in × 30 in qa = 60 ksi = 3.25 ksi fy Find: suitable rectangular footing design for L/B = 1.6. There is no need to determine the development length. 1ksf = 47.5 kPa В X= 40 in L Y=30 in

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1- Given Data Footing = 3.25 ksi = 60 ksi = 2.7 ksf Column = 350 Kips = 250 Kips D L fy 40 in × 30 in qa = 60 ksi = 3.25 ksi fy Find: suitable rectangular footing design for L/B = 1.6. There is no need to determine the development length. 1ksf = 47.5 kPa В X= 40 in L Y=30 in
Transcribed Image Text:1- Given Data Footing = 3.25 ksi = 60 ksi = 2.7 ksf Column = 350 Kips = 250 Kips D L fy 40 in × 30 in qa = 60 ksi = 3.25 ksi fy Find: suitable rectangular footing design for L/B = 1.6. There is no need to determine the development length. 1ksf = 47.5 kPa В X= 40 in L Y=30 in
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