CALCULATION NOTE
N.D.C. : 21337/130
STRAGO
Sportveldverlichting
SUPPLY OF STEEL TUBULAR MONOPOLES
Tegen uitvoering geen bezwaar
Gezien
AL-BABTAIN France S.A.S.
d.d. 18/04/2017 52 av. du Maréchal Leclerc CS60010
10121 ST ANDRE LES VERGERS CEDEX
Tél : 03 25 71 32 00 / Fax : 03 25 71 32 90
Behoort bij ontwerpbesluit van B&W
CALCULATION NOTE
STRAGO - Sportveldverlichting
d.d. 28-04-2017
27-04-2017
www.petitjean.fr
N.D.C. : 21337/130 - Rev: Ø
Page 1/6
Contents
1 ) GE NL 18m 2 floodlights .................................................................................................. 3
1.1 )
1.2 )
Ø
Data ........................................................................................................................................3
Ultimate Limit State Mast Design note ....................................................................................3
07/12/2012
Rev: Date
First issue
D. MUTRICY
Modifications
Designer
CALCULATION NOTE
STRAGO - Sportveldverlichting
Visa
N.D.C. : 21337/130 - Rev: Ø
Page 2/6
1)
GE NL 18m 2 floodlights
1.1 )
Data
Flood light : SITECO A2 MAXI
Wind area with shape coefficient: Ac = 0,19 m²
Mass:
M = 26 kg
6880311753 length 1100 mm
7100612433 GE NL 18 m Drawing n° 60696601
Crossarm:
Lighting column:
Wind area (NEN-EN 1991-1-4/NB):
1.2 )
I
vref,0 = 29,5 m/s terrain category II
Ultimate Limit State Mast Design note
AL-BABTAIN
Software ETOXY - TECAND release V.2.20.0
: Design Engineer
dmu
Date :
December
7, 2012
- DIMENSIONAL PROPERTIES :
SECTION
1
2
DIAMETERS(mm)
base
top
286.4
186.6
194.6
101.5
WEIGHT OF POLE (kg) :
- DESIGN HYPOTHESES
THICKNESS
mm
4.00
3.00
LENGTH UPPER LEVEL OUTREACH
meters
9.100
9.100
0.000
8.500
17.600
0.000
ANGLE/OY
degrees
0.000
0.000
YIELD POINT CROSS SECTION
daN/mm2
35.50
OCTAG. ACROSS FLATS
35.50
OCTAG. ACROSS FLATS
333.
:
STANDARDS: EN 40-3 B (classe)
REFERENCE WIND VELOCITY(m/s):
29.50
TERRAIN CATEGORY: II
TOPOGRAPHY FACTOR:
1.00
WIND MEAN RETURN PERIOD (years):
25.00
DRAG FACTOR (STANDARD)
WIND ACC. TO AXIS: OZ
YOUNG'S MODULUS (daN/mm2): 21000.
MODULUS OF TRANSV. ELASTICITY(daN/mm2):
8100.
SAFETY FACTOR, F.O.S.:
RESULTS OF NONLINEAR ANALYSIS.
/Z
/
/
/
O_________X
|
|
|
|
|
|
|
Y
1.00
NATURAL PERIOD (sec) :
1.38
- LOADS APPLIED TO THE POLE :
LEVELS
m
17.600
Cd*AREAS
m2
0.530
WIND LOAD FACTOR
DEAD LOAD FACTOR
MATERIAL FACTOR
17.600
0.530
WEIGHTS
kg
65.00
LOADS
daN
96.15
BETA
1.614
QW*DELTA
daN/m2
112.39 2 Siteco A2 maxi
115.38
1.614
112.39
Gw : 1.20
Gp : 1.20
Gm : 1.05
78.00
OPEN SECTION
Mt.ox1*FOS
Mt.oz1*FOS
(MTtors*FOS)
CSR = ---------- + ---------- + (----------)
Mtmax.ox1
Mtmax.oz1
( TORmax )
CALCULATION NOTE
STRAGO - Sportveldverlichting
Dx (m)
0.000
Dy (m)
0.000
Qte
1
CLOSED SECTION
(MTfle*FOS)
(MTtors*FOS)
CSR = (---------) + (----------)
( MFmax )
( TORmax )
N.D.C. : 21337/130 - Rev: Ø
Page 3/6
SECTION: 1
STRAINS
MOMENTS(m*daN):
LOADS (daN):
LEVELS
m
DIAM
mm
Zp
cm3
0.000
0.500
286.4
280.9
344.
331.
DOOR
:1
THICKNESS (mm):
AT LEVEL
X
-7917.
0.
74.
74.
-7917.
-7521.
:147.4
AT LEVEL
0.
0.
(meters): 0.000
Y
Z
0.
0.
469.
805.
7917.
7521.
0.0 TWO
AT LEVEL
Mt.oz1
0.
Mt.oz1
0.
According to ox1:Axis PERPEND. to door plan Mt.ox1
1.000 275.4
364.
74. -7136.
0. -7136.
:142.4
AT LEVEL
Mt.oz1
0.
According to ox1:Axis PERPEND. to door plan Mt.ox1
1.100 274.3
361.
74. -7060.
0. -7060.
274.3
272.7
DOOR
:2
316.
312.
74.
74.
-7060.
-6948.
ANGLE/AXIS X(degres):
DOOR OPENING (mm)
:146.4
AT LEVEL
0.84
0.82
DEFLECTIONS
mm
X
Y
Z
X
0
0
0 0.00
0
0
1 -0.27
400. mm2 IPA(cm4):
ANGLES
degres
Y
Z
0.00 0.00
0.00 0.00
1.33 IPB(cm4):
1.33
Mtmax.oz1
8760. 2246.
0.72
0
0
1 -0.27
0.00
0.00
Mtmax.ox1
0. 10414. 2246.
0.72
0
0
1 -0.27
0.00
0.00
Mtmax.oz1
8537. 2164.
0.71
0
0
5 -0.55
0.00
0.00
Mtmax.ox1
0. 10120. 2164.
0.71
0
0
5 -0.55
0.00
0.00
Mtmax.oz1
8493. 2148.
0.70
0
0
6 -0.61
0.00
0.00
Mtmax.ox1
0. 10062. 2148.
0.70
0
0
6 -0.61
0.00
0.00
0.
0.
0.80
0.80
0
0
0
0
6 -0.61
8 -0.69
0.00
0.00
0.00
0.00
0.
0.
(meters): 1.10
According to oz1:Axis PARALLEL to door plan
1.100 274.3
305.
74. -7060.
0.
1.100
1.250
8469.
8144.
CSR
(meters): 1.00
According to oz1:Axis PARALLEL to door plan
1.000 275.4
307.
74. -7136.
0.
DOOR OPENING (mm)
9455.
9154.
REINFORCEMENTS :
According to ox1:Axis PERPEND. to door plan Mt.ox1
0.500 280.9
377.
74. -7521.
0. -7521.
:143.2
0.
0.
TORmax
m*daN
(meters): 0.50
According to oz1:Axis PARALLEL to door plan
0.500 280.9
317.
74. -7521.
0.
DOOR OPENING (mm)
CROSS SECTION : OCTAG. ACROSS FLATS
Q-WIND Mt.oX Mt.oZ MTfle MTtors MFmax
daN/m2 m*daN m*daN m*daN m*daN m*daN
ANGLE/AXIS X(degres):
DOOR OPENING (mm)
4.00
0.
0.
7060.
6948.
0.0 TWO
0.
8798.
8710.
7762.
7668.
REINFORCEMENTS :
400. mm2 IPA(cm4):
1.33 IPB(cm4):
1.33
(meters): 1.25
According to oz1:Axis PARALLEL to door plan
1.250 272.7
296.
74. -6948.
0.
Mt.oz1
0.
0.
Mtmax.oz1
8276. 2057.
0.70
0
0
8 -0.69
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
1.250 272.7
357.
74. -6948.
0. -6948.
0.
Mtmax.ox1
9972. 2057.
0.70
0
0
8 -0.69
0.00
0.00
DOOR OPENING (mm)
:144.3
AT LEVEL
(meters): 1.50
According to oz1:Axis PARALLEL to door plan
1.500 269.9
291.
74. -6763.
0.
Mt.oz1
0.
0.
Mtmax.oz1
8166. 2018.
0.69
0
0
11 -0.83
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
1.500 269.9
351.
74. -6763.
0. -6763.
0.
Mtmax.ox1
9828. 2018.
0.69
0
0
11 -0.83
0.00
0.00
DOOR OPENING (mm)
:141.4
AT LEVEL
(meters): 1.85
According to oz1:Axis PARALLEL to door plan
1.850 266.1
284.
74. -6509.
0.
Mt.oz1
0.
0.
Mtmax.oz1
8013. 1964.
0.68
0
0
17 -1.03
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
1.850 266.1
342.
74. -6509.
0. -6509.
0.
Mtmax.ox1
9627. 1964.
0.68
0
0
17 -1.03
0.00
0.00
0.78
0.77
0
0
0
0
17 -1.03
19 -1.11
0.00
0.00
0.00
0.00
1.850
2.000
266.1
264.5
297.
293.
74.
74.
-6509.
-6402.
CALCULATION NOTE
STRAGO - Sportveldverlichting
0.
0.
6509.
6402.
0.
0.
8361.
8275.
7297.
7206.
N.D.C. : 21337/130 - Rev: Ø
Page 4/6
DOOR
:3
ANGLE/AXIS X(degres):
DOOR OPENING (mm)
:145.4
AT LEVEL
0.0 TWO
REINFORCEMENTS :
400. mm2 IPA(cm4):
1.33 IPB(cm4):
1.33
(meters): 2.00
According to oz1:Axis PARALLEL to door plan
2.000 264.5
276.
74. -6402.
0.
Mt.oz1
0.
0.
Mtmax.oz1
7800. 1876.
0.67
0
0
19 -1.11
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
2.000 264.5
338.
74. -6402.
0. -6402.
0.
Mtmax.ox1
9539. 1876.
0.67
0
0
19 -1.11
0.00
0.00
DOOR OPENING (mm)
:141.2
AT LEVEL
(meters): 2.50
According to oz1:Axis PARALLEL to door plan
2.500 259.0
267.
74. -6052.
0.
Mt.oz1
0.
0.
Mtmax.oz1
7585. 1802.
0.65
0
0
30 -1.40
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
2.500 259.0
325.
74. -6052.
0. -6052.
0.
Mtmax.ox1
9258. 1802.
0.65
0
0
30 -1.40
0.00
0.00
DOOR OPENING (mm)
:140.4
AT LEVEL
(meters): 2.60
According to oz1:Axis PARALLEL to door plan
2.600 257.9
265.
74. -5982.
0.
Mt.oz1
0.
0.
Mtmax.oz1
7542. 1788.
0.65
0
0
33 -1.45
0.00
0.00
According to ox1:Axis PERPEND. to door plan Mt.ox1
2.600 257.9
323.
74. -5982.
0. -5982.
0.
Mtmax.ox1
9202. 1788.
0.65
0
0
33 -1.45
0.00
0.00
0.75
0.74
0.72
0.71
0.69
0.67
0.65
0.63
0.61
0.59
0.57
0.55
0.53
0.52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.600
3.000
3.500
4.000
4.500
5.000
5.500
6.000
6.500
7.000
7.500
8.000
8.500
8.650
257.9
253.5
248.0
242.5
237.1
231.6
226.1
220.6
215.1
209.7
204.2
198.7
193.2
191.6
278.
269.
257.
246.
235.
224.
213.
203.
193.
183.
173.
164.
155.
152.
74.
74.
74.
74.
77.
80.
82.
84.
86.
88.
90.
91.
93.
93.
-5982.
-5710.
-5378.
-5056.
-4743.
-4439.
-4145.
-3861.
-3587.
-3323.
-3068.
-2824.
-2589.
-2521.
CALCULATION NOTE
STRAGO - Sportveldverlichting
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
5982.
5710.
5378.
5056.
4743.
4439.
4145.
3861.
3587.
3323.
3068.
2824.
2589.
2521.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
7933.
7708.
7431.
7157.
6888.
6623.
6362.
6105.
5852.
5604.
5360.
5120.
4884.
4814.
6846.
6612.
6325.
6044.
5769.
5501.
5239.
4984.
4735.
4493.
4256.
4026.
3803.
3737.
33
44
60
78
99
123
149
177
208
242
279
318
359
372
-1.45
-1.68
-1.97
-2.26
-2.55
-2.84
-3.13
-3.43
-3.73
-4.02
-4.32
-4.62
-4.92
-5.01
N.D.C. : 21337/130 - Rev: Ø
Page 5/6
SECTION: 2
STRAINS
MOMENTS(m*daN):
LOADS (daN):
LEVELS
m
9.100
9.500
10.000
10.500
11.000
11.500
12.000
12.500
13.000
13.500
14.000
14.500
15.000
15.500
16.000
16.500
17.000
17.500
17.600
DIAM
mm
Zp
cm3
194.6
190.3
184.8
179.3
173.8
168.3
162.9
157.4
151.9
146.4
140.9
135.5
130.0
124.5
119.0
113.5
108.1
102.6
101.5
119.
114.
107.
101.
95.
89.
83.
77.
72.
67.
62.
57.
52.
48.
44.
40.
36.
32.
31.
THICKNESS (mm):
AT LEVEL
X
-2321.
0.
3.00
CROSS SECTION : OCTAG. ACROSS FLATS
(meters): 9.100
Y
Z
0.
0.
204.
425.
Q-WIND Mt.oX Mt.oZ MTfle MTtors MFmax
daN/m2 m*daN m*daN m*daN m*daN m*daN
95.
96.
97.
98.
100.
101.
102.
103.
104.
105.
106.
107.
108.
109.
110.
111.
111.
112.
112.
-2321.
-2151.
-1947.
-1753.
-1569.
-1394.
-1230.
-1075.
-929.
-793.
-665.
-547.
-438.
-336.
-244.
-159.
-82.
-13.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
2321.
2151.
1947.
1753.
1569.
1394.
1230.
1075.
929.
793.
665.
547.
438.
336.
244.
159.
82.
13.
0.
- DEFLEXION REQUIREMENTS (Serviceability limit state)
CLASS FOR MAXIMAL HORIZONTAL DEFLEXION
:
NOMINAL HEIGHT OF THE COLUMN
h (mm):
ALLOWABLE HORIZONTAL DEFLEXION
(mm):
CALCULATION NOTE
STRAGO - Sportveldverlichting
3
17600.
1760.0
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
3382.
3256.
3100.
2947.
2798.
2651.
2508.
2368.
2230.
2097.
1966.
1839.
1715.
1595.
1475.
1339.
1209.
1086.
1062.
TORmax
m*daN
2926.
2793.
2632.
2476.
2324.
2178.
2036.
1899.
1766.
1639.
1516.
1398.
1284.
1176.
1072.
973.
879.
790.
773.
CSR
0.69
0.66
0.63
0.59
0.56
0.53
0.49
0.45
0.42
0.38
0.34
0.30
0.26
0.21
0.17
0.12
0.07
0.01
0.00
DEFLECTIONS
mm
X
Y
Z
0
0 413
0
0 450
0
0 500
0
0 553
0
0 609
0
0 667
0
0 729
0
0 793
0
0 859
0
0 929
0
0 1000
0
0 1074
0
0 1151
0
0 1229
0
0 1308
0
0 1389
0
0 1472
0
0 1554
0
0 1571
X
-5.27
-5.55
-5.88
-6.22
-6.55
-6.87
-7.19
-7.50
-7.79
-8.08
-8.35
-8.61
-8.84
-9.05
-9.23
-9.37
-9.47
-9.51
-9.51
ANGLES
degres
Y
Z
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
:
BRACKET PROJECTION
w (mm):
CALCULATED HORIZONTAL DEFLEXION (mm):
0.
1297.3
N.D.C. : 21337/130 - Rev: Ø
Page 6/6