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  • Study On Pile Cap Design - Kuet Institutional Repository

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STUDY ON PILE CAP DESIGN MIR Ml). AL MASt.Ji 'iDepartment of Civil Engineering Bangladesh Institute of Technology (BIT) Khulna, BangladeshSTUDY ON PILE CAP DESIGNA dissertation submitted to the Department.

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  5. Fill out the department information. Indicate that you belong to the Department of Civil Engineering, Bangladesh Institute of Technology (BIT), Khulna.
  6. Specify the degree for which this dissertation is submitted. Indicate ‘Master of Engineering’ in the relevant section.
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Minimum clear edge distance for any pile cap should be at least half of diameter of pile (d/2) for case 2 and case 3 so that pile cap can accommodate the stresses developed due to loading. However, clear edge distance 150 mm or 200 mm or 250 mm is enough when pile cap is supported by soil, i.e., Case 1.

For pile cap design, two methods are commonly used: design using beam theory or design using strut and tie method. In the first case, the pile cap is handled as an inverted beam and designed like a beam for bending and shear.

In general, the gap between the piles is kept at 2.5 times the diameter of the piles. It is done to avoid the interaction of one pile on others. In addition to the calculation of the tension reinforcements, different shear checks like punching and vertical line shear shall be done.

The pile cap has normal-weight concrete with a compressive strength of 4000 psi and Grade 60 reinforcement. And the piles are embedded 4 in. into the pile cap. The axial loads on the column are due to dead and live loads and are equal to 425 and 250 kips, respectively.

Here is how to assume the thickness of the pile cap: If diameter of pile < 550mm: thickness = 2 x diameter of pile If diameter of pile > 550mm: thickness = 1/3[(8 x diameter of pile)-600] 3.

Worked Example: Design of Pile Cap consider 150mm offset from the pile and space between piles as 2.5 times pile diameter. Effective depth, d = 1000-50-20/2 = 940 mm > 750mm; (2.5×600/2) Ok. The critical section of the pile shall be considered as 20% of the diameter of the pile inside of the face of the pile.

A pile cap should have a clear overhang of 150 mm, but anything above 100mm is acceptable. The leveling course of thick concrete under the pile cap should be at least 75 mm in thickness.

In a pile cap supported by soil, minimum distance of 150 mm should be provided between the edge of the pile cap and the face of the pile as in [4] . [5] is suggested that the effective depth of the pile cap could be half of the distance between centre of piles. ...

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Form Packages
Adoption
Bankruptcy
Contractors
Divorce
Home Sales
Employment
Identity Theft
Incorporation
Landlord Tenant
Living Trust
Name Change
Personal Planning
Small Business
Wills & Estates
Packages A-Z
Form Categories
Affidavits
Bankruptcy
Bill of Sale
Corporate - LLC
Divorce
Employment
Identity Theft
Internet Technology
Landlord Tenant
Living Wills
Name Change
Power of Attorney
Real Estate
Small Estates
Wills
All Forms
Forms A-Z
Form Library
Customer Service
Terms of Service
Privacy Notice
Legal Hub
Content Takedown Policy
Bug Bounty Program
About Us
Blog
Affiliates
Contact Us
Delete My Account
Site Map
Industries
Forms in Spanish
Localized Forms
State-specific Forms
Forms Kit
Legal Guides
Real Estate Handbook
All Guides
Prepared for You
Notarize
Incorporation services
Our Customers
For Consumers
For Small Business
For Attorneys
Our Sites
US Legal Forms
USLegal
FormsPass
pdfFiller
signNow
airSlate WorkFlow
DocHub
Instapage
Social Media
Call us now toll free:
+1 833 426 79 33
As seen in:
  • USA Today logo picture
  • CBC News logo picture
  • LA Times logo picture
  • The Washington Post logo picture
  • AP logo picture
  • Forbes logo picture
© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232