Anchored Sheet Pile Wall Bs8002: 1994: Design Results
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BS8002 - anchored
ANCHORED Sheet pile wall
BS8002: 1994
phi = gamma = h= M= a=
30.00 20.00 5.00 1.20 1.00
Surcharge =
10.00 kPa
º kN/m3 m
Min exc = Design phi =
0.4 25.7
m Ka =
0.395
Kp =
2.531
Enter values into fields above, then click Solve. FORCES: Pp =
210.05 kN
Pa =
270.96 kN
Pq =
32.72 kN Design Results:
LEVER ARM: lp =
6.32 m
la =
4.52 m
lq =
3.14 m
MOMENTS: Mp =
1327.67 kNm
Ma =
1224.91 kNm
Mq =
102.76 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0000
Page 1
Design depth (d+min exc
BS8002 - anchored
surcharge, q a m º h Pq min exc
Pa d
Pp
Design Results: d=
2.88 m
esign depth (d+min exc) =
3.28 m
Page 2
BS8002 - anchored
-335544
Page 3
Eurocode 7, DA1, C1 - anchored
ANCHORED Sheet pile wall
phi = gamma = h=
Eurocode 7 - GEO limit state, Design Approach 1 - Combination
30.00 º 20.00 kN/m3 5.00 m
a=
1.00 m
Surcharge =
0.00 kPa
Min exc = Design phi = Design gamma =
Ka = Kp =
Enter values into fields above, then click Solve. Actions:
(Rep.)
(Design)
FORCES (kN): Pp =
127.85
172.59
Pa =
185.72
250.72
Pq =
0.00
0.00
Design effect of actions (rotation of wall): LEVER ARM: lp = 5.78 m la =
3.98 m
lq =
2.73 m
MOMENTS: Mp =
996.94 kNm
Ma =
996.94 kNm
Mq =
0.00 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0001
Page 4
Design depth (d+min exc) =
Eurocode 7, DA1, C1 - anchored
, Design Approach 1 - Combination 1 Partial factors 0.4 m 30.0 º 20 kN/m3
0.333 3.000
On unfavourable actions/action effects γG = Permanent action 1.35 γ = Variable actions 1.50 Q On material properties/resistances γφ = Coef. of shearing 1.00 γ = Weight density 1.00 γ
Design Results:
d= esign depth (d+min exc) =
2.06 m 2.46 m
Page 5
Eurocode 7, DA1, C1 - anchored
-335544
Page 6
Eurocode 7, DA1, C1 - anchored
surcharge, q a
h Pq min exc Pp
Pa d
Page 7
Eurocode 7, DA1, C2 - anchored
ANCHORED Sheet pile wall
phi = gamma = h=
Eurocode 7 - GEO limit state, Design Approach 1 - Combination
30.00 º 20.00 kN/m3 5.00 m
a=
1.00 m
Surcharge =
0.00 kPa
Min exc = Design phi = Design gamma =
Ka = Kp =
Enter values into fields above, then click Solve. Actions:
(Rep.)
(Design)
FORCES (kN): Pp =
199.16
199.16
Pa =
278.77
278.77
Pq =
0.00
0.00
Design effect of actions (rotation of wall): LEVER ARM: lp = 6.30 m la =
4.50 m
lq =
3.13 m
MOMENTS: Mp =
1255.30 kNm
Ma =
1255.30 kNm
Mq =
0.00 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0000
Page 8
Design depth (d+min exc) =
Eurocode 7, DA1, C2 - anchored
, Design Approach 1 - Combination 2 Partial factors 0.4 m 24.8 º 20 kN/m3
0.409 2.444
On unfavourable actions/action effects γG = Permanent action 1.00 γ = Variable actions 1.30 Q On material properties/resistances γφ = Coef. of shearing 1.25 γ = Weight density 1.00 γ
Design Results:
d= esign depth (d+min exc) =
2.85 m 3.25 m
Page 9
Eurocode 7, DA1, C2 - anchored
-335544
Page 10
Eurocode 7, DA1, C2 - anchored
surcharge, q a
h Pq min exc Pp
Pa d
Page 11
ANCHORED Sheet pile wall
BS8002: 1994
phi = gamma = h= M= a=
30.00 20.00 5.00 1.20 1.00
Surcharge =
10.00 kPa
º kN/m3 m
Min exc = Design phi =
0.4 25.7
m Ka =
0.395
Kp =
2.531
Enter values into fields above, then click Solve. FORCES: Pp =
210.05 kN
Pa =
270.96 kN
Pq =
32.72 kN Design Results:
LEVER ARM: lp =
6.32 m
la =
4.52 m
lq =
3.14 m
MOMENTS: Mp =
1327.67 kNm
Ma =
1224.91 kNm
Mq =
102.76 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0000
Page 1
Design depth (d+min exc
BS8002 - anchored
surcharge, q a m º h Pq min exc
Pa d
Pp
Design Results: d=
2.88 m
esign depth (d+min exc) =
3.28 m
Page 2
BS8002 - anchored
-335544
Page 3
Eurocode 7, DA1, C1 - anchored
ANCHORED Sheet pile wall
phi = gamma = h=
Eurocode 7 - GEO limit state, Design Approach 1 - Combination
30.00 º 20.00 kN/m3 5.00 m
a=
1.00 m
Surcharge =
0.00 kPa
Min exc = Design phi = Design gamma =
Ka = Kp =
Enter values into fields above, then click Solve. Actions:
(Rep.)
(Design)
FORCES (kN): Pp =
127.85
172.59
Pa =
185.72
250.72
Pq =
0.00
0.00
Design effect of actions (rotation of wall): LEVER ARM: lp = 5.78 m la =
3.98 m
lq =
2.73 m
MOMENTS: Mp =
996.94 kNm
Ma =
996.94 kNm
Mq =
0.00 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0001
Page 4
Design depth (d+min exc) =
Eurocode 7, DA1, C1 - anchored
, Design Approach 1 - Combination 1 Partial factors 0.4 m 30.0 º 20 kN/m3
0.333 3.000
On unfavourable actions/action effects γG = Permanent action 1.35 γ = Variable actions 1.50 Q On material properties/resistances γφ = Coef. of shearing 1.00 γ = Weight density 1.00 γ
Design Results:
d= esign depth (d+min exc) =
2.06 m 2.46 m
Page 5
Eurocode 7, DA1, C1 - anchored
-335544
Page 6
Eurocode 7, DA1, C1 - anchored
surcharge, q a
h Pq min exc Pp
Pa d
Page 7
Eurocode 7, DA1, C2 - anchored
ANCHORED Sheet pile wall
phi = gamma = h=
Eurocode 7 - GEO limit state, Design Approach 1 - Combination
30.00 º 20.00 kN/m3 5.00 m
a=
1.00 m
Surcharge =
0.00 kPa
Min exc = Design phi = Design gamma =
Ka = Kp =
Enter values into fields above, then click Solve. Actions:
(Rep.)
(Design)
FORCES (kN): Pp =
199.16
199.16
Pa =
278.77
278.77
Pq =
0.00
0.00
Design effect of actions (rotation of wall): LEVER ARM: lp = 6.30 m la =
4.50 m
lq =
3.13 m
MOMENTS: Mp =
1255.30 kNm
Ma =
1255.30 kNm
Mq =
0.00 kNm
CHECK (ΣM=0) Mp - Ma - Mq =
0.0000
Page 8
Design depth (d+min exc) =
Eurocode 7, DA1, C2 - anchored
, Design Approach 1 - Combination 2 Partial factors 0.4 m 24.8 º 20 kN/m3
0.409 2.444
On unfavourable actions/action effects γG = Permanent action 1.00 γ = Variable actions 1.30 Q On material properties/resistances γφ = Coef. of shearing 1.25 γ = Weight density 1.00 γ
Design Results:
d= esign depth (d+min exc) =
2.85 m 3.25 m
Page 9
Eurocode 7, DA1, C2 - anchored
-335544
Page 10
Eurocode 7, DA1, C2 - anchored
surcharge, q a
h Pq min exc Pp
Pa d
Page 11
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