14 (pier details).pdf
TRANSCRIPT
-
NO
S.S
.N.
SH
APE
LAB
ELD
IA.W
EIG
HT
LEN
GTH
WE
IGH
T
8 4 7 6 5 3 2 1
343
TOTA
L PE
R S
TOP
PER
101.77 kg
1550
372
60
ST8
61
3.960.22
0.87
ST4
61
3.741550
60
1550
1550
60
315
1550
287
259
60
ST7
6
ST6
6
13.91
13.85
ST5
61
3.80
200
0.82
1550
60
0.220.84
230
60
278
200750
278
200
425
ST3
61
3.68
ST2
20
ST1
20
(mm
)
131.23
131.12
(m)
0.22
0.22
0.22
0.86
0.85
0.810.22
35.96
60.762.47
(Kg/m
)
2.47
(Kg)
BAR
BEN
DIN
G S
CH
EDU
LE OF P
IER
STOP
PER
(PER
STO
PPER)
DETAIL O
F STO
PPER (ST3,ST4,ST5,ST6,ST6
STIR
RU
PS @
60
XX
SC
ALE
-1:25
ST3
ST4ST5
ST6ST7
ST8
20 @
200 C/C
(ST 2)
20 @
200 C/C
(ST 1)
HA
LF
SE
CT
ION
AL
PL
AN
OF
PIE
R A
T D
-D
SC
ALE
-1:50
NO
TES:-
DA
TE : A
pril, 2010
Dw
g. No:
Sheet Title:
Sheet N
o: 14B
aneswor Kathm
andu
ER
MC
Consultants (P) Ltd.
Consultants:
Contract N
o.:BU
-DS
D11/64-65(Package-11)
Governm
ent of Nepal
Ministry of P
hysical Planning and Works
Departm
ent of Roads
Planning &
Design Branch
Babarm
ahal, Kathm
andu, Nepal
SC
ALE:
PATHA-BRG-14Designed by :Nhuchhe N. MaharjanChecked by :
Approved by :
DETAIL EN
GIN
EER
ING
DE
SIGN
1:1000.5m
01
00.125m
0.5
2m
1.0m
Pier Pile Foundation Details P
ATHA
RIYA
BR
IDG
EO
VER
PATH
ARIY
A RIVER
ALO
NG
BAIN
ING
-PR
ATA
PPU
R TIK
APUR
RO
ADK
AILA
I DISTR
ICT