Scribd
Upload
15 views1 page

Bataan Footing

Uploaded by

benjiebaun0918
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
15 views1 page

Bataan Footing

Uploaded by

benjiebaun0918
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 1

DESIGN OF ISOLATED FOOTING, F-1

AXIAL LOAD= 50.00kips

TOTAL WEIGHT OF FOOTING= 5.00kips

TOTAL AXIAL LOAD + WEIGHT OF FOOTING= 55.0kips

DESIGN SOIL BEARING CAPACITYT= 2500.00psf

REQUIRED AREA FOOTING AREA = 55.00/2.5


= 22.00sqft

DESIGNED FOOTING DIMENSIONS : 1.30M X 1.30M X 0.30M


: 4.264 6ft X 4.264ft X 12.00in

Qnet= 55.00/18.18= 3.02 ksf

*****Qnet is less than Assumed Soil Bearing Capacity*****

ASSUMED THICKNESS: 12inches

SHORT DIRECTION: BOTTOM BARS


-M= ½ (3.02(3.608)^2= 18.28 (16-3= 13 * 1.29= 16.77)
= 19.65/11.61 AREA #5= 0.31sqin
-As= 1.69in^2 7 #5 BOTTOM BARS PARALLEL TO SHORT

LONG DIRECTION: BOTTOM BARS


-M= ½ (3.02(3.608)^2= 18.28 (16-3= 13 * 1.29= 16.77)
= 19.65/11.61 AREA #5= 0.31sqin
-As= 1.69in^2 7 #5 BOTTOM BARS PARALLEL TO LONG

You might also like