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16" Design a rectangular footing for an Square Corner Column and PLL= 180 kips. Make the length of the Long side about with PDL= 280 kips

16" Design a rectangular footing for an Square Corner Column and PLL= 180 kips. Make the length of the Long side about with PDL= 280 kips

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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Design a rectangular footing for Square Corner and PLL= 180 kips. Column 16" PDL = 280 kips with an Make the length of the Long side about 1.5 the width of the short side. fy= 60 ksi fo=4000 psi. for both column & footing. fa= 4 ksf. Assume the base of the footing is 4'-6" below grade and the depth of the footing The soil weight is 100 pcf. Normal weight Concrete. is 26". No epoxy coating. The column is reinforced with eight # 8 bars.
Transcribed Image Text:Design a rectangular footing for Square Corner and PLL= 180 kips. Column 16" PDL = 280 kips with an Make the length of the Long side about 1.5 the width of the short side. fy= 60 ksi fo=4000 psi. for both column & footing. fa= 4 ksf. Assume the base of the footing is 4'-6" below grade and the depth of the footing The soil weight is 100 pcf. Normal weight Concrete. is 26". No epoxy coating. The column is reinforced with eight # 8 bars.
Need to design for load transfer from the Column to the footing. Need to show the development length for the dowels. Need to design the bars for the footing at both directions. Need to check if the bars fit the the development length. based on footing Need to show two-way footing Spacing diagram.
Transcribed Image Text:Need to design for load transfer from the Column to the footing. Need to show the development length for the dowels. Need to design the bars for the footing at both directions. Need to check if the bars fit the the development length. based on footing Need to show two-way footing Spacing diagram.
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