More Related Content
Similar to Truss Plan Timber.pdf (20)
More from Canberra Institute of technology (20)
Truss Plan Timber.pdf
- 1. 0
0
0
�.
R2
Lt)
�
I'-
N
1S2A
3 DG2
0 C2
Lt)
�I
C3
R1
<(],,
Unjver�al Trusses
52 Sheppard Street Client: Canberra
HUME Institute ofTechnology
ACT 2620 Site: G BLOCK Job:
40916A
Verified by:
ABN: 86 0846 77190 BRUCE CAMPUS
Tele hone: 02 6260 �S-ca
..,..
,e-: .,...1 -: 4
=
5-....,....,0
,,._
a
..,..
te-: ..,..,13
!-,,
/09/2019 DraNl1 B : Micha
,),
.J:
k
...
11
(f)
X
(0
.
..
-
/
=
✓I
�,: "
f!G'
I
I
r ('I)
0:: (.)
k
k
2500
* 1
5
0°----?r
R2
""'
...
/ d I
ii Jz3
,,.,
v:;-
-
/
: J
/�/d V
.
"'
i
N N
(.) """)
2500
N
(.)
C� A-
J II � ·�
!l
CBA
• � - 'I
I I
�
(.)
I
i! "
ii l�l
�..a
r
r r 'l
,n
0::(9 (fJ V
(fJ 0
�----
r�
r r
(.) 0::
%u,7/48757f
4000 (') � (') ·�
<I.
R1
C1
J1
C1
R1
�7
0
Lt)
N
N
0
I Lt)
I'-
.�
GonoralDefaults
Design Wind Spood =40.m's, N2Wind Classlflcatlon
Roof Material:SteelDock (900 crs)
eemng Material: 10mm Plastor/battened
Top Chord Restraints: 900 rrm
Bottom Chord Restraints:450 mm
Truss Spacln�40Dmm
ExtemaJ Pressure CoefflcJent..Q.6
Internal Pr8SSUfO Coefficient 02
Pitch:20. degrees
Overhang: 200 mm
Note:D8S!gn data for Individual trusses may vary
GABLE EAVE:
- FIRST TRUSS SETBACK 120mm FROM OUTSIDE FRAME
- USE HD OUTRIGGERS @ 900CTS
- STRAP TO FIRST 2 TRUSSES WITH CT600
3ODEGI
![0
0
0
�.
R2
Lt)
�
I'-
N
1S2A
3 DG2
0 C2
Lt)
�I
C3
R1
<(],,
Unjver�al Trusses
52 Sheppard Street Client: Canberra
HUME Institute ofTechnology
ACT 2620 Site: G BLOCK Job:
40916A
Verified by:
ABN: 86 0846 77190 BRUCE CAMPUS
Tele hone: 02 6260 �S-ca
..,..
,e-: .,...1 -: 4
=
5-....,....,0
,,._
a
..,..
te-: ..,..,13
!-,,
/09/2019 DraNl1 B : Micha
,),
.J:
k
...
11
(f)
X
(0
.
..
-
/
=
✓I
�,: "
f!G'
I
I
r ('I)
0:: (.)
k
k
2500
* 1
5
0°----?r
R2
""'
...
/ d I
ii Jz3
,,.,
v:;-
-
/
: J
/�/d V
.
"'
i
N N
(.) """)
2500
N
(.)
C� A-
J II � ·�
!l
CBA
• � - 'I
I I
�
(.)
I
i! "
ii l�l
�..a
r
r r 'l
,n
0::(9 (fJ V
(fJ 0
�----
r�
r r
(.) 0::
%u,7/48757f
4000 (') � (') ·�
<I.
R1
C1
J1
C1
R1
�7
0
Lt)
N
N
0
I Lt)
I'-
.�
GonoralDefaults
Design Wind Spood =40.m's, N2Wind Classlflcatlon
Roof Material:SteelDock (900 crs)
eemng Material: 10mm Plastor/battened
Top Chord Restraints: 900 rrm
Bottom Chord Restraints:450 mm
Truss Spacln�40Dmm
ExtemaJ Pressure CoefflcJent..Q.6
Internal Pr8SSUfO Coefficient 02
Pitch:20. degrees
Overhang: 200 mm
Note:D8S!gn data for Individual trusses may vary
GABLE EAVE:
- FIRST TRUSS SETBACK 120mm FROM OUTSIDE FRAME
- USE HD OUTRIGGERS @ 900CTS
- STRAP TO FIRST 2 TRUSSES WITH CT600
3ODEGI](https://image.slidesharecdn.com/trussplantimber-220907032049-fd218b71/85/Truss-Plan-Timber-pdf-1-320.jpg)
