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Operational Works Application OPW17/0039
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Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(~ Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
t~;'i1[1\~f,~~~RS
~1,F<~.:S-(\)~~~1.- 21-Jan-17 6
Noosa OLD 4567
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.13 kN
M, Max moment on support 0.01 kNm
L Lenath of CHS I bolt 40 mm
Seelion Section 20 x 1.6 CHS 6060-T5 •••
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
Gross area of CHS 92.5 mm'
A.,
q>N, Compression capacity of CHS 9.2 kN
q>M, Moment capacity of CHS 0.04 kNm
Bolt Bolt M614.61S1
...
db Bolt diameter 6 mm
A, Bolt tension area 20 mm'
q>Nlb Bolt tensile capacity 6.4 kN
~Vvb Bolt shear capacity 3.6 kN
a Half subtended angle 0.19 rad
A Arc area 6 mm'
e Disn centroid of arc to centre of bolt 9.1 mm
N, Tension in bolt 0.6 kN
N, Compression in CHS 0.6 kN
f, Compression stress 99 MPa
q>f, Faelored yield stress 99 MPa
STR '1, t, I q>t, 1.00 $1 OK
Bolt tension ratio 0.09 $1 OK
'1"
Bolt shear ratio 0.04 <1 OK
'1,
UC Unity Check 0.G1 $1 OK
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