28-1 Design of Anchored Sheet Pile Wall in Granular Soil-2 23052014
2
Sheet : Cont'd : Ultimate Resistance of each Anchor Plate. Data : Fig 1 Fig 1 Fig 1 Fig 1 = H t γ'concrete = * * = Fig 2 Fig 2 Fig 2 Fig 2 = + * * * * * * = From fig 6 for Ø' = deg and K p Sinδ' = read the value of K p cosδ' = Prepared by : Date : Job No. : Verified by : CALCULATION SHEET Revision Notes : Project : Subject : CALCULATION B 500 mm Material of Anchor plate h 500 mm Concrete Ø' 35 deg γ' concrete 23.5 Kn/m3 S' 1500 mm Thickness of anchor plate H 1200 mm 150 mm W 1.200 0.15 23.5 4.230 Kn/m γ' 16.51 Kn/m3 Ka 0.271 0.5 16.51 1.44 0.511 Kn/m 4.230 0.5 16.51 1.44 0.271 0.5736 35 0.511 4.5 Visit www.abqconsultants.com This program Designs and Optimises Anchored Sheet Pile Wall in Granular Soil Written and programmed by :- A B Quadri www.abqconsultants.com [email protected] [email protected] 9959010210 9959010211 Fig 3 Fig 3 Fig 3 Fig 3 = * * * ( - * ) = In order to calculate P' us = Ultimate resistance for strip case Fig 5 : Strip Case Vertical Anchor Fig 5 : Strip Case Vertical Anchor Fig 5 : Strip Case Vertical Anchor Fig 5 : Strip Case Vertical Anchor Fig 4 Fig 4 Fig 4 Fig 4 + = + * = * = KN/m Sheet : Cont'd : 0.5 16.51 1.44 4.5 0.271 0.81915 14 1.20 50.854 0.915 50.854 46.512 50.854 Kn/m .: C ov = 14 Loose Sand [ 14 1.00 ] P' us 0.50 Prep By : A B Quadri- Abq Consultants - 9959010210 - [email protected]/2 Royal Residency, Besides Amba talkies, Mehdipatnam , Hyderabad-India.-www.abqconsultants.com Prepared by : Date : Job No. : Visit www.abqconsultants.com This program Designs and Optimises Anchored Sheet Pile Wall in Granular Soil Written and programmed by :- A B Quadri www.abqconsultants.com [email protected] [email protected] 9959010210 9959010211
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Visitwww.abqconsultants.comThis program Designs andOptimises Anchored Sheet PileWall in Granular SoilWritten and programmed by:-A B [email protected]@gmail.com99590102109959010211
Transcript of 28-1 Design of Anchored Sheet Pile Wall in Granular Soil-2 23052014
Sheet :
Cont'd :
Ultimate Resistance of each Anchor Plate.
Data :
Fig 1Fig 1Fig 1Fig 1
= H t γ'concrete = * *
=
Fig 2Fig 2Fig 2Fig 2
= + * * * *
* *
=
From fig 6 for Ø' = deg and Kp Sinδ' =
read the value of Kp cosδ' =
Prepared by : Date :
Job No. :
Verified by : CALCULATION SHEET Revision Notes :
Project :
Subject :
CALCULATION
B 500 mm Material of Anchor plate
h 500 mm Concrete
Ø' 35 deg γ'concrete 23.5 Kn/m3
S' 1500 mm Thickness of anchor plate
H 1200 mm 150 mm
W 1.200 0.15 23.5
4.230 Kn/m
γ' 16.51 Kn/m3
Ka 0.271
0.5 16.51 1.44
0.511 Kn/m
4.230 0.5 16.51 1.44 0.271 0.5736
35 0.511
4.5
Visit
www.abqconsultants.com
This program Designs and
Optimises Anchored Sheet Pile
Wall in Granular Soil
Written and programmed by
:-
A B Quadri
www.abqconsultants.com
9959010210
9959010211
Fig 3Fig 3Fig 3Fig 3
= * * * ( - * )
=
In order to calculate P'us = Ultimate resistance for strip case
Fig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical Anchor
Fig 4Fig 4Fig 4Fig 4
+
= + * = * = KN/m
Sheet :
Cont'd :
0.5 16.51 1.44 4.5 0.271 0.81915
14 1.20 50.854 0.915 50.854 46.512
50.854 Kn/m
.: Cov = 14 Loose Sand
[14 1.00
]P'us
0.50
Prep By : A B Quadri- Abq Consultants - 9959010210 - [email protected]/2 Royal Residency, Besides Amba talkies, Mehdipatnam , Hyderabad-India.-www.abqconsultants.com
Prepared by : Date :
Job No. :
Visit
www.abqconsultants.com
This program Designs and
Optimises Anchored Sheet Pile
Wall in Granular Soil
Written and programmed by
:-
A B Quadri
www.abqconsultants.com
9959010210
9959010211
-
+
= ( + ) * +
=
Fig 6Fig 6Fig 6Fig 6
Verified by : CALCULATION SHEET Revision Notes :
Project :
Subject :
1.70
0.5882 and Loose Sand
fig 3 read the value of 0.229
CALCULATION
1.50 0.50=
1.00= 0.5882
1.20 0.50
46.512 * 0.8893 = 41.364 KN
Be 1.20 0.50 0.229 0.50
0.8893
Fig 6Fig 6Fig 6Fig 6
Prep By : A B Quadri- Abq Consultants - 9959010210 - [email protected]/2 Royal Residency, Besides Amba talkies, Mehdipatnam , Hyderabad-India.-www.abqconsultants.com
