connection
TRANSCRIPT
T.O.S
( +141.21)
T.O.S
( +146.092)
F.G.L. ( +137.35)
HE
A 400
SLA
B ON
GR
ADE
THIC
K. 150m
m
64306000
6430
T.O.M
etal Sheet ( +146.10)
HE
A 400
THIC
K. 8m
m
HE
A 400
19150
12000
IPE 300
Web (902 /452 x 20)m
mFlange (400 x 24)m
m
Web (902 / 652 x20)m
mFlange (300 x 24)m
m
IPE 300IPE 300
IPE 360IPE 360
IPE 360IPE 360 H
EA
400H
EA
400IPE 360IPE 360
IPE 300
IPE 360IPE 360
CO
NS
ULT
ING
EN
GIN
EE
RIN
G C
o. 005
QU
ALITY
MA
NA
GE
MEN
TS
G
S
IPE 300
11 SE
CTIO
N (1 - 1)
SC
ALE
1:10
400
118085
6524
65200
57265
2480
40 80 80 80 80 40
Web (902 /452 x 20)m
m
Flange (400 x 24)mm
ELEVATIO
N O
N A
XIS (2, 3, 4 & 5) S
CA
LE 1:50
PL 1180 X
400 X 55 m
m
17M24
H.S
.F.B
100 24 30 472 60603024
30030
8030
8016M
20H
.S.F.B
PL 800 X
300 X 40 m
m
800
Web (652 x20)m
mFlange (300 x 24)m
m
STIFF. P
L. TH.= 10 m
m
SEC
TION
(2 - 2) S
CA
LE 1:10
22
33
SEC
TION
(3 - 3) S
CA
LE 1:10
400
550
40107
10740
5050502525060
12M20
H.S
.F.B
PL 550 X
400 X 35 m
m
HE
A 400
STIFF. PL
t= 20 mm
STIFF. PL t= 20 m
m
GE
NE
RA
L NO
TES:-
2- ALL STEEL SH
ALL BE TYP
E ST.37
1- ALL DIM
EN
SIO
NS
AR
E IN
MM
.
REQ
UIR
ED
TOR
QU
E
3- ALL BOLTS SH
ALL BE G
ALVAN
IZED
H.S.B FR
ICTIO
N TYPE
GR
AD
E 10.9
SHALL BE
AS PER
4- THE
CO
NTR
AC
TOR
HAS TO
CH
ECK
& DIM
EN
TION
S A
ND
HAS
TO R
ETU
RN
BA
CK TO
THE
E.C.P TA
BLE (6-3)
ALL THE LE
VELS
CO
NS
ULTA
NT FO
R AN
Y DIFFER
ENC
E
5- THE D
ESIG
N A
SSU
MES
A C
OM
PLETE CO
NTAC
T
BETW
EEN
THE C
OLU
MN
AN
D TH
E B
ASE PLATE
STIFF. P
L. TH.= 10 m
m
CO
NN
EC
TION
03
CO
NN
EC
TION
04
CO
NN
EC
TION
04
CO
NN
EC
TION
02