0% found this document useful (0 votes)
186 views9 pages

T1 Connection Detail: C Purlins 52Mm Dia. Def. Bars 2" X 4" X 1"

This document contains details of steel truss connections T1 and T2. Connection T1 uses W690x125 steel sections for the web and bottom chord members, connected with 52mm diameter through bolts and gusset plates on both sides of the truss. Connection T2 uses W200x19.3 steel sections, connected with 20mm diameter bolts and gusset plates on both sides of the truss. Both connection details A and B are shown at 1:50 scale.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
0% found this document useful (0 votes)
186 views9 pages

T1 Connection Detail: C Purlins 52Mm Dia. Def. Bars 2" X 4" X 1"

This document contains details of steel truss connections T1 and T2. Connection T1 uses W690x125 steel sections for the web and bottom chord members, connected with 52mm diameter through bolts and gusset plates on both sides of the truss. Connection T2 uses W200x19.3 steel sections, connected with 20mm diameter bolts and gusset plates on both sides of the truss. Both connection details A and B are shown at 1:50 scale.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 9

C PURLINS

52mm DIA. DEF. BARS 2" X 4" X 1"

STEEL GUSSET CONNECTION


W690 x 125
14mm THK. ON BOTH SIDES OF TRUSS

2.60m
SEE DETAIL A
SEE DETAIL B

1.50m 1.50m 1.50m 1.50m 1.50m 1.50m 1.50m

T1 CONNECTION DETAIL
NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
WEB MEMBER
USE W690 X 125

USE 52mm DIA.


THRU BOLTS

BOTTOM CHORD
USE W690 X 125

14mm THK. ON BOTH SIDES OF TRUSS

50 100 100 100 100


50 100 100 100 100 50

T1 CONNECTION DETAIL A
NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
WEB MEMBER
USE W690 X 125

USE 52mm DIA.


THRU BOLTS
BOTTOM CHORD
USE W690 X 125

14mm THK. ON BOTH SIDES OF TRUSS

50 100 100 100 100

50 100 100 100 100

T1 CONNECTION DETAIL B
NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
GAUGE 26 APOTILE SPAN
ROOFING, PRE - PAINTED

C PURLINS
2" X 4" X 1"

STEEL GUSSET CONNECTION


3mm THK. ON BOTH SIDES OF TRUSS

SEE DETAIL A

1.50m
W200 X 19.3

SEE DETAIL B

1.20m 1.20m 1.20m 1.20m 1.20m

T2 CONNECTION DETAIL
NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T2 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
WEB MEMBER
W200X 19.3

USE 20mm DIA. BOLTS

50 100 100 100 50

50
125
125
125
BOTTOM CHORD

50
W200 X 19.3

T2 CONNECTION DETAIL A
NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T2 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
WEB MEMBER
W200 X 19.3

50 100 100 100 50

50

125

125

125

50

BOTTOM CHORD
USE 20mm DIA. BOLTS W200 X 19.3

T2 CONNECTION DETAIL B
NTS.
PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:
NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT T2 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
SAG ROD
C PURLINS
2" X 4" X 1"

W250 X 49.1

SEE DETAIL B

STEEL GUSSET CONNECTION


4mm THK. ON BOTH SIDES OF TRUSS

2.60m
SEE DETAIL A

1.50m 1.50m 1.50m 1.50m 1.50m

HT1 CONNECTION DETAIL


NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT HT1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
WEB MEMBER
W250 X 49.1

USE 42mm DIA. BOLTS

STEEL GUSSET CONNECTION


4mm THK. ON BOTH SIDES OF TRUSS

100 mm 150 mm 150 mm 150 mm 150 mm 100 mm


100 mm 100 mm 100 mm 100 mm

BOTTOM CHORD
USE W250 X 73

HT1 CONNECTION DETAIL A


NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT HT1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING
TOP CHORD
W250 X 49.1

100 mm
150 mm
USE 42mm DIA. BOLTS

150 mm
150 mm
WEB MEMBER
W250 X 49.1

100 mm 150 mm
100 mm 100 mm 100 mm 100 mm

STEEL GUSSET CONNECTION


4mm THK. ON BOTH SIDES OF TRUSS

WEB MEMBER
W250 X 49.1

HT1 CONNECTION DETAIL B


NTS.

PROJECT NAME: SHEET CONTENT: COURSE TITLE: PREPARED BY: INSTRUCTOR:


NATIONAL UNIVERSITY
COLLEGE OF ENGINEERING FINAL PROJECT HT1 CONNECTION DETAIL STEEL DESIGN LABORATORY FALCOTELO, ISRAEL M. ENGR. LESELLE QUITANEG
DEPARTMENT OF CIVIL ENGINEERING

You might also like