Please help solve this question Design a rectangular footing forSquare Cornerand PLL= 180 kips.Column16"PDL = 280 kipswithanMake the length of the Long side about1.5 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 footingThe 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 transferfrom the Columnto the footing.Need to show the development lengthfor the dowels.Need to design the bars for the footingat both directions.Need to check if the bars fit thethe development length.based onfootingNeed to show two-way footingSpacing diagram.

Square column size- 16''PDL= 280 kipsPLL=180 kipsL=1.5Bfy=60 ksif'c=4000 psifa=4 ksfFooting base-…

Answered: 16" Design a rectangular footing for an…

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

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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Please help solve this question

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.

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Step 2: Area of footing

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Step 3: shear

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Step 4: Design of longitudinal steel

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Step 5: Band width check

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Step 6: Load transfer from column to the footing

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Step 7: Development length

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