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Operational Works Application OPW17/0039
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Sofitel Noosa Sign 2
SCF477A_b RevO
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Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 6
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.99 kN
M, Max moment on support 0.00 kNm
Section
L
Section
Lenoth of CHS I bolt
20 x 1,6 CHS
40
6060.T5 ...
mm
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
92.5 mm'
A, Gross area of CHS
q>No Compression capacity of CHS 9.2 kN
kNm
Bolt
'I'M,
Bolt
Moment capacity of CHS
M6t4,61S1
0.04
...
db Bolt diameter 6 mm
Bolt tension area 20 mm'
A,
q>N~ Bolt tensile capacity 6.4 kN
qlVvb Bolt shear capacity 3.6 kN
a Hall subtended angle 0.15 rad
A Arc area 4 mm'
e Disn centroid of arc to centre of bolt 9.2 mm
N, Tension in bolt 0.4 kN
No Compression in CHS 0.4 kN
fo Compression stress 99 MPa
Factored yield stress 99 MPa
'1'1,
STR fo I q>f, 1,00 S1 OK
~o
Bolt tension ratio 0,07 S1 OK
~ol
~, Bolt shear ratio 0,28 S1 OK
UC Unity Check 0,08 S1 OK
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