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    Prestressed Concrete Piling Design - Input

    Uploaded by

    Shirlin Charles

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    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Prestressed Concrete Piling Design - Input

    Uploaded by

    Shirlin Charles
    57 views2 pages

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    2

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    57 views2 pages

    Prestressed Concrete Piling Design - Input

    Uploaded by

    Shirlin Charles

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 2

    Precast/Prestressed Concrete Inst.

    JOB: Piling Spreadsheet Verification Probelm #1 2


    200 W. Adams St. #2100 Ph. 312.786.0300 SUBJECT: 24x24 Solid Oct. Pile w / Circular Strand Layout SHEET
    Chicago, IL 60606 Fax 312.621.1114 DES. BY: FCH DATE:D OF
    Email: info@pci.org Web www.pci.org CHK. BY: ATE: 10

    Prestressed Concrete Piling Design - Input


    Pile Information:
    Use Library Section or Enter Custom Properties

    Section Type:
    Solid/Hollow:
    Pile Size: 31.50 in.
    Void Diameter: 22.05 in.
    Square Circular Octagonal
    Chamfer: in.
    Unsupported Length, ℓ = 39.4 ft Unsupported Length of Pile for Slenderness Evaluation
    k= 0.70 Effective Length Factor
    Applied Sustained Load = 435.9 kips Applied Sustained Load on Pile from Structure

    Reinforcement:
    Pretensioned Strands:
    Diameter of Pretensioned Strands = 0.4375 in. Typically, 0.5 in. dia.
    2
    Area of Strand, Aps = 0.115 in
    Strand Layout = Circular
    Number of Strands = 30
    Strand Modulus, Eps = 30,457 ksi
    Strength of Strand, fpu = 270.0 ksi Stress-Strain Information for 270 ksi only
    Fraction of fpu used for Initial Stress = 0.80
    Initial Strand Stress, fpo = 216.0 ksi
    Mild Reinforcement (Spiral/Ties):
    Spiral or Ties = Spiral
    Wire or Bar Size = W4.0 W20 enter custom size
    Wire or Bar Diameter = 0.226 in. 0.505 enter custom diameter
    Minimum Cover to Face of Spiral/Tie = 1.97 in.
    Concrete Properties:
    Concrete Strength at Transfer, f'ci = 8.70 ksi
    Specified Concrete Strength f'c = 11.60 ksi
    Concrete Unit Weight, wc = 0.150 kcf
    Ambient Relative Humidity, H = 75 % (Used for creep and shrinkage Loss)
    Concrete Ultimate Compressive Strain, ecu = 0.004 in./in.
    Resistance Factors & Slenderness:
    Resistance Factor for Flexure, fFlex = 1.00
    Resistance Factor for Compression, fComp = 0.75
    Method used for Slenderness Calculations = ACI
    EI Multiplier = 1.00 See Manual for further action required.
    0
    P/S Loss Computation Method:
    Loss = Compute
    At Release = 10.00 %
    At Final = 25.00 %
    Strand Type Used in Loss Equations = LR
    Service Stresses:
    Compression Limit for Sustained+Transient Loads = 7.770 ksi
    Compression Limit for Sustained Loads = 5.070 ksi
    Tension Limit for Sustained+Transient Loads = -0.537 ksi
    Tension Limit for Sustained Loads = -0.268 ksi
    C:\Users\shirl\OneDrive\Desktop\Pile design -kosy\[Copy of PCI_PSCPile_Revised_V1_2_15_VP1.xls]Input Version 1.2.15 12/31/2015 © 11-23-2020 19:20

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