10 THK. STIF.
TOP AND BOTT.
0.
50
100
6 -BEARING TYPE JOINTS SHALL NOT BE USED.
50
HEA 200
60 55
/22 HOLES FOR
8O
M20 BOLTS
.
9 -DIMENSION "S" OF NON DIMENSIONED FILLET
WELDS SHALL BE AT LEAST EQUAL TO 0.7
TIMES THE MINIMUM THICKNESS OF THE
SMALLEST ELEMENTS TO BE CONNECTED.
10 -DESIGN PROCEDURES TO BE IN ACCORDANCE
WITH AISC MANUAL AND MATERIALS TO BE
IN ACCORDANCE WITH DIN STANDARDS.
60
75
A
HAUNCH CUT
FROM BEAM
SECTION
COL.VARIES
SECTION
A-A
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
2
DETAIL3
C
B
A
REV.
DATE
DETAIL4
2
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
2
2
45
DETAIL2
8 -STRUCTURAL MATERIAL SHALL BE DIN ST 37
OR EQUIVALENT.
P
L . 20 THK.
2
45
7 -WELDS SHALL BE AS PER AWS D1.1
20
3
ELEVATION
DETAIL1
5 -COLUMN FLANGE WIDTH>BEAM FLANGE WIDTH.
COLUMN
130
4
380
HEA 200
190
10
400
1
END P
L.
2
4 -NUTS AND WASHERS SPECIFICATION FOR
ASTM A325 BOLT SHALL BE ASTM A563 DH
AND ASTM F436 RESPECTIVELY.
200
A
20 THK.
45
3 -HIGH STRENGTH FRICTION TYPE BOLTS SHALL
BE IN ACCORDANCE WITH ASTM A325 TYPE 1
OR EQUIVALENT APPROVED BY AUTHORIZED
REPRESENTATIVE OF OWNER.
SEE NOTE 5
TYP.
6
2 -ALL WELDS SHALL BE DONE AT SHOP.
(SEE NOTE No.9)
TOP VIEW
2
1 -ALL DIMENSIONS ARE IN MILLIMETERS.
"
"S
=
7T
C
L BEAM
COLUMN
5
NOTES
T
HEA 200
2
DETAIL5
DETAIL6
STRUCTURAL STEEL CONNECTIONS
MOMENT CONNECTION
FLUSH END PLATE FOR HEA 200 BEAM
DATE
DRAWING No.
IPS-D-CE-150
SHEET REV.
1
1