Home
Add Document
Sign In
Register
pile-design.xls
Home
pile-design.xls
Full description...
Author:
Nitesh Singh
329 downloads
343 Views
122KB Size
Report
DOWNLOAD .PDF
Recommend Documents
No documents
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
DOCUMENT NO.
IOCL-PANIPAT EXPANSION PROJECT(EPCC-V)
STRUCTURE:
8/Feb/17 DESIGNED CHECKED
500 Dia Driven Cast-in-situ Pile
KKG
STRUCTURAL DESIGN OF WORKING PILE (FIXED HEAD)
1. DESIGN FOR VERTICAL LOAD WITH BENDING:
Diameter Pile
D=
500.0
mm
Design Load ( Vertical)
P=
70.0
MT
Design Load ( Horizontal)
Qg =
3.50
MT
Length of Fixity
Lf =
5.37
m
Length of Pile above GL
L1 =
0.00
m
Total Moment Capacity of Pile
Mf = Qg x (Lf + L1)/2 Mf =
9.40
Actual Moment Capacity of Pile
Ma = Mf x m
Moment Correction Factor
m =
T.m
0.82
( As per IS 2911 (I - Sec 2 ) - 1979)
Grade of Concrete
M 35
Ma = 7.706
T.m
Fck =
N/mm2
Grade of Steel
=
Nominal Cover
d' =
35.0 Fe415 75.0
mm
Main Reinforcement:
Pu / FckB D Mu / FckB D
= 0.120 2
= 0.0264
d' / D From Chart 57 of SP 16 Percentage of Steel
* Area of Steel Required
= 0.15 p / Fck
= 0.011 p = 0.39
Asc = 7.559
Cm2
DATE
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
IOCL-PANIPAT EXPANSION PROJECT(EPCC-V)
DOCUMENT NO.
DATE 8/Feb/17
DESIGNED CHECKED
500 Dia Driven Cast-in-situ Pile
STRUCTURE:
KKG
2. DESIGN FOR TENSION WITH BENDING:
Design Tension Capacity
N = 12.0
MT
Actual Moment Capacity of Pile
M = 7.71
T.m
Main Reinforcement: ( As per "HAND BOOK FOR LSD OF REINFORCED CONCRETE MEMBERS" By V. K. GHANEKAR & J. P. JAIN )
= (c /1.5) x (Nu / Fck.Ac) = (c /1.5) x (Mu / Fck.Ac.D) Assume
c = 1.5
Cross Sectional Area of Pile
Ac= 196349.5 mm2
= 0.0262 = 0.0336 d' / D
= 0.15
= 0.200 = (c /1.5) x (Atot * Fy / Fck.Ac)
From Chart 2.1-F3 Pg 338:But
Atot = x Ac x Fck / ((c / 1.5) * Fy)
* Area of Steel Required
Atot = 33.12
Cm2
Hence Provide 11 - 20 tor bars as main reinforcement .
Lateral Ties: Provide 8 tor ties at a spacing of least of the following: a) 16 times the dia of main bar
=16 x 20
=
320
mm
b) 48 times the dia of lateral tie
= 48 x 8
=
384
mm
=
500
mm
c) Least Lateral dimension of pile
Provide 8 tor ties at a spacing of 300mm c/c
PAGE 2
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
DOCUMENT NO.
EIRP FOR IOCL AT PARADIP
STRUCTURE:
8/Feb/17 DESIGNED
1000 DIA BCIS VETICAL LOAD TEST PILE
KBR
STRUCTURAL DESIGN PILE:
VERTICAL LOAD TEST PILE:
Diameter Pile
D = 1000.0 mm
Design Load ( Vertical)
P=
225.0
MT
Pu =
2xP
MT
Pu =
450.0
MT
Fck =
20.0
N/mm2
Test Load
Grade of Concrete
M 20
Grade of Steel
=
Nominal Cover
d' =
Fe415 75.0
mm
Main Reinforcement:
Pu / FckB D
= 0.225
Mu / FckB D2
= 0.0
d' / D
= 0.075
From Chart 55 & 56 of SP 16
p / Fck
Percentage of Steel
= 0.000 p = 0.000 Asc = 0.000
* Area of Steel Required
Cm2
Provide 12- 20 tor bars as main reinforcement (minimum)
Lateral Ties:
Provide 8 tor ties at a spacing of least of the following: a) 16 times the dia of main bar
=16 x 20
=
320
mm
b) 48 times the dia of lateral tie
= 48 x 8
=
384
mm
=
1000
mm
c) Least Lateral dimension of pile
DATE
Provide 8 tor ties at a spacing of 300mm c/c
CHECKED
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
STRUCTURE:
DOCUMENT NO.
EIRP FOR IOCL AT PARADIP
8/Feb/17 DESIGNED CHECKED
1000 DIA BCIS LATERAL LOAD TEST PILE
KBR
STRUCTURAL DESIGN OF PILE:
HORIZONTAL LOAD TEST PILE: Diameter Pile
D = 1000.0 mm Qg =
4.50
Qgu =
2 x Qg
Qgu =
9.00
MT
Length of Fixity
Lf =
7.15
m
Length of Pile above GL
L1 =
0.00
m
Total Moment Capacity of Pile
Mf = Qgu x (Lf + L1)
Design Load ( Horizontal) Test Load
MT
(Free Head)
(Free Head)
Mf = 64.350 T.m Grade of Concrete
M 20
Fck =
Grade of Steel
=
Nominal Cover
d' =
20.0
N/mm2
Fe415 75.0
mm
Main Reinforcement: Pu / FckB D
= 0.00
Mu / FckB D2
= 0.032
d' / D
= 0.075
From Chart 55 & 56 of SP 16
p / Fck
= 0.030
Percentage of Steel
p = 0.60 Asc = 47.124
* Area of Steel Required
Cm2
Provide 6 - 25 + 6 - 20 tor bars as main reinforcement .
Lateral Ties: Provide 8 tor ties at a spacing of least of the following: a) 16 times the dia of main bar
=16 x 20
=
320
mm
b) 48 times the dia of lateral tie
= 48 x 8
=
384
mm
=
1000
mm
c) Least Lateral dimension of pile Provide 8 tor ties at a spacing of 300mm c/c
DATE
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
DOCUMENT NO.
EIRP FOR IOCL AT PARADIP
8/Feb/17 DESIGNED
1000 DIA BCIS TENSION TEST PILE
STRUCTURE:
CHECKED
kbr
STRUCTURAL DESIGN OF PILE:
TENSION LOAD TEST PILE:
Diameter Pile
D = 1000.0 mm
Design Load ( Tension)
T=
45.0
Tu =
2xT
Tu =
90.0
MT
Fck =
20.0
N/mm2
Test Load
Grade of Concrete
M 20
Grade of Steel
=
Nominal Cover
d' =
MT
Fe415 75.0
mm
Main Reinforcement:
Ast =
Area of Steel Required
Tu / f t
ft = 230.0
Allowable tensile stress
Ast = 39.130
N/mm2 Cm2
Hence Provide 13 - 20 tor bars as main reinforcement . Lateral Ties:
Provide 8 tor ties at a spacing of least of the following: a) 16 times the dia of main bar
=16 x 20
=
320
mm
b) 48 times the dia of lateral tie
= 48 x 8
=
384
mm
=
1000
mm
c) Least Lateral dimension of pile
DATE
Provide 8 tor ties at a spacing of 300mm c/c
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
STRUCTURE:
IOCL-PANIPAT EXPANSION PROJECT(EPCC-V)
Diameter of Pile Grade of Concret
M20
(For Fixed Head Pile)
500.0
mm
Fck=
35.00
N/mm2
E= 5000xsqrt( Fck)
N/mm2
E= 295804 Kg/Cm2 Moment of Inertia of Pile
I= 306796 Cm4
Length of Pile above GL
L1= 0.00
m
Safe Horizontal Capacity of Pile
Qg= 3.50
MT
Lateral Deflection of Pile @ GL
Y=
Qg x (L1 + Lf )3 12 x E x I
Allowable Deflection
Y= 5.00
Length of Fixity
Lf = ((Y x 12 x E x I) / Qg)1/3 - L1
Length of Fixity of Fixed head Pile
CHECKED
KKG
D=
mm
Lf = 537.49
Cm
Lf = 5.37
m
DATE 8/Feb/17
DESIGNE D
450 Dia Driven Cast-in-situ Pile
DETERMINATION OF LENGTH OF FIXITY
DOCUMENT NO.
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
STRUCTURE:
IOCL-PANIPAT EXPANSION PROJECT(EPCC-V)
Grade of Concret
(For Fixed Head Pile)
D= M20
Fck=
0.0
mm
20.00
N/mm2
E= 5000x10 x Fck
Kg/Cm2
E= 223607 Kg/Cm2 Moment of Inertia of Pile
I=
0
Cm4
Length of Pile above GL
L1= 0.00
m
Safe Horizontal Capacity of Pile
Qg= 2.50
MT
Lateral Deflection of Pile @ GL
Y=
Qg x (L1 + Lf )3 3xExI
Allowable Deflection
Y= 5.00
Length of Fixity
Lf = ((Y x 3 x E x I) / Qg)1/3 - L1
Length of Fixity of Fixed head Pile
CHECKED
KKG
DETERMINATION OF LENGTH OF FIXITY
mm
Lf = 0.00
Cm
Lf = 0.00
m
DATE 8/Feb/17
DESIGNE D
450 Dia Driven Cast-in-situ Pile
Diameter of Pile
DOCUMENT NO.
PAGE 1
LARSEN & TOUBRO LIMITED CONSTRUCTION GROUP PROJECT:
DOCUMENT NO. DESIGNED
STRUCTURE:
DATE CHECKED
PAGE
×
Report "pile-design.xls"
Your name
Email
Reason
-Select Reason-
Pornographic
Defamatory
Illegal/Unlawful
Spam
Other Terms Of Service Violation
File a copyright complaint
Description
×
Sign In
Email
Password
Remember me
Forgot password?
Sign In
Our partners will collect data and use cookies for ad personalization and measurement.
Learn how we and our ad partner Google, collect and use data
.
Agree & close