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Date:18 May.
Last update: 15 Jan.2001
PileCap Design (only work with browser supporting VBScript like IE4):
(Step 1 of 4)
I_PileCap_350x175.gif (2918 bytes) Note: This web base pilecap design software is of primitive due its nature of technology. For a more impressive pilecap program with full feature, you may visit the SY-Pilecap page, where this software is available for download.
I_01_WholeProgram_256.gif (3591 bytes)
Job Information Column load, dimension and pile load
Pilecap Ref.
Part:
Project:
Designer:
Remarks:
Service load, P = kN
Col. Myy = kNm
Col. Mxx = kNm
Hxx = mm
Hyy = mm
Lxx = (to be determined during analysis)
Lyy = (to be determined during analysis)
d (total) = (to be determined during analysis)
Design basic data Pile point
Pile diameter, D = mm
MAX. Pile working load = kN
Minimum pile spacing = *D
Concrete cover = mm
Pile penetration = mm
Pile deviation allowed = mm
BAR size = mm
Density of soil = kN/m^3
Density of concrete = kN/m^3
Concrete rate = RM/m^3
Steel rate = RM/kg
Min Pilecap thickness = mm
Soil thk. above pilecap = mm
Minimum % of steel = %
Ultimate load factor =
Concrete grade, Fcu = N/mm^2
Steel grade, Fy = N/mm^2
minimum edge distance = mm
Depth increment = mm
LoopBar spacing = mm
LoopBar size = mm
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