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Operational Works Application OPW17/0039
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Sofitel Noosa Sign 2
SCF477A_b Rev 0
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Wall Mounted Sign WM[8x1.2x11)
14-16 Hastings St,
'f'~~:,;~~RS 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 lixing point 0.99 kN
M, Max moment on support 0.00 kNm
Section
L
Section
Lenath 01 CHS I bolt
20 x 1.6 CHS
40
6060-T5
...
mm
do Diameter 01 CHS 20 mm
t Wall thickness 01 CHS 1.6 mm
r Mean radius 01 CHS 9.2 mm
Gross area 01 CHS 92.5 mm'
A"
q>N, Compression capacity 01 CHS 9.2 kN
'I'M, Moment capacity 01 CHS 0.04 kNm
Bolt Bolt M6/4.6IS\
...
db Bolt diameter 6 mm
As Bolt tension area 20 mm'
q>N" Bolt tensile capacity 6.4 kN
q>VVb Bolt shear capacity 3.6 kN
a Hall subtended angle 0.15 rad
A Arc area 4 mm'
e Disn centroid 01 arc to centre 01 bolt 9.2 mm
Nt Tension in bolt 0.4 kN
N, Compression in CHS 0.4 kN
I, Compression stress 99 MPa
q>ly Factored yield stress 99 MPa
STR ~, 1,/tply 1.00 5:1 OK
Bolt tension ratio 0.07 5:1 OK
~"
~, Bolt shear ratio 0.28 5:1 OK
UC Unity Check 0.08 5:1 OK
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