1. T.O.S(+141.21)
T.O.S(+146.092)
F.G.L.(+137.35)
HEA400
SLABONGRADE
THICK.150mm
643060006430
T.O.MetalSheet(+146.10)
HEA400
THICK.8mm
HEA400
19150
12000
IPE300
Web(902/452x20)mm
Flange(400x24)mm
Web(902/652x20)mm
Flange(300x24)mm
IPE300IPE300
IPE360IPE360IPE360IPE360
HEA400HEA400
IPE360IPE360
IPE300
IPE360IPE360
CONSULTINGENGINEERINGCo.
005
QUALITY
MANAGEMENTSGS
IPE300
11
SECTION(1-1)
SCALE1:10
400
1180
85652465200572652480
40 80 80 80 80 40
Web(902/452x20)mm
Flange(400x24)mm
ELEVATIONONAXIS(2,3,4&5)
SCALE1:50
PL1180X400X55mm
17M24
H.S.F.B
100 24 30 472 60603024
300
3080308016M20
H.S.F.B
PL800X300X40mm
800
Web(652x20)mm
Flange(300x24)mm
STIFF.PL.TH.=10mm
SECTION(2-2)
SCALE1:10
2
2
3
3
SECTION(3-3)
SCALE1:10
400
550
4010710740
5050502525060
12M20
H.S.F.B
PL550X400X35mm
HEA400
STIFF.PL
t=20mm
STIFF.PL
t=20mm
GENERALNOTES:-
2-ALLSTEELSHALLBETYPEST.37
1-ALLDIMENSIONSAREINMM.
REQUIREDTORQUE
3-ALLBOLTSSHALLBEGALVANIZEDH.S.BFRICTIONTYPE
GRADE10.9SHALLBEASPER
4-THECONTRACTORHASTOCHECK
&DIMENTIONSANDHASTORETURNBACKTOTHE
E.C.PTABLE(6-3)
ALLTHELEVELS
CONSULTANTFORANYDIFFERENCE
5-THEDESIGNASSUMESACOMPLETECONTACT
BETWEENTHECOLUMNANDTHEBASEPLATE
STIFF.PL.TH.=10mm
CONNECTION03
CONNECTION04
CONNECTION04
CONNECTION02