appendix 2- prokon baseplate calculations 03082015
DESCRIPTION
Prokon Sample outputTRANSCRIPT
-
Base plate design by PROKON. (Basepl Ver W2.6.04 - 02 Apr 2014)Design code : BS5950 - 2000Title :
S11Input Data
Column on Base Plate: 323.9x10.0
Base Plate Geometry
Plate Length L (mm)Plate Width W (mm)Offset L1 (mm)Offset W1 (mm)Bolt distance a1 (mm)Bolt distance a2 (mm)Bolt distance a3 (mm)Bolt distance a4 (mm)
550550113.50113.5050505050
General Parameters
Concrete: fcu (MPa)Plate fy: (MPa)Welds fuw: (MPa)Bolt GradeUse studs (Y/N)
302754508.8N
Loads
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
01BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
LoadCase
P(kN)
Mx(kNm)
My(kNm)
LoadFactor
1-C01 5.8987 -25.8445 0.7521 11-C02 3.3604 -15.0365 0.0174 11-C03 -5.8992 25.8471 0.7448 11-C04 -3.2065 14.3168 -2.985 11-C05 -0.0015 0.0065 -26.8038 11-C06 0.0529 -0.2474 -22.5037 11-C07 0.0014 -0.006 27.876 11-C08 -0.0049 0.0231 17.0701 11-C09 5.8987 -25.8445 -5.3637 11-C10 3.3604 -15.0365 -6.0983 11-C11 -5.8992 25.8471 -5.371 11-C12 -3.2065 14.3168 -9.1007 11-C13 -0.0015 0.0065 -32.9195 11-C14 0.0529 -0.2474 -28.6195 11-C15 0.0014 -0.006 21.7602 11-C16 -0.0049 0.0231 10.9544 13-C01 7.8291 -26.7699 1.4156 13-C02 6.1146 -17.4287 2.8072 13-C03 -4.8087 26.3172 -0.0432 13-C04 -3.9447 18.9898 -4.2039 13-C05 1.2034 0.0067 -26.3447 13-C06 -0.5823 3.9287 -19.3085 13-C07 2.0371 -1.435 26.7382 13-C08 1.8763 -0.5374 15.1318 13-C09 5.7816 -22.4467 -2.9064 13-C10 4.0671 -13.1055 -1.5148 13-C11 -6.8562 30.6404 -4.3651 13-C12 -5.9923 23.3129 -8.5259 13-C13 -0.8441 4.3299 -30.6667 13-C14 -2.6298 8.2519 -23.6305 13-C15 -0.0104 2.8881 22.4162 13-C16 -0.1712 3.7858 10.8098 1
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
02BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Sketch of base plate
L=550.0
W=5
50.0
323.0
323.
0
L1=113.5
W1=
113.
5
a1=50.0 a2=50.0
a3=5
0.0
a4=5
0.0
BS5950 - 2000 X
X
Y Y
Bending Moments & Design Output for Load Case 1-C01
1.4 MPa
59 kN11.2 mm
5
UNSTIFFENED PLATE Load Case 1-C01
BS5950 - 2000Design axis: X-X Mx=-26.6 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.810kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
03BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.6 MPa
51 kN10.0 mm
56.0 mm
5
STIFFENED PLATE Load Case 1-C01
BS5950 - 2000Design axis: X-X Mx=-26.6 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 1-C01
Bending Moments Moment max = 11.00kNm/m @ 114 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
04BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C02
0.8 MPa
34 kN10.0 mm
5
UNSTIFFENED PLATE Load Case 1-C02
BS5950 - 2000Design axis: X-X Mx=-15.1 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments Moment max = -3.881kNm/m @ 437 mm
2.00
1.00
-1.00
-2.00
-3.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
05BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.3 MPa
28 kN 28 kN10.0 mm
54.0 mm
5
STIFFENED PLATE Load Case 1-C02
BS5950 - 2000Design axis: X-X Mx=-15.1 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments & Design Output for Load Case 1-C02
Bending Moments Moment max = 6.548kNm/m @ 114 mm
6.00
4.00
2.00
-2.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
06BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C03
1.6 MPa
63 kN11.6 mm5
UNSTIFFENED PLATE Load Case 1-C03
BS5950 - 2000Design axis: Y-Y My=26.6 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.274kNm/m @ 114 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
07BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.7 MPa
56 kN 56 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 1-C03
BS5950 - 2000Design axis: Y-Y My=26.6 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C03
Bending Moments Moment max = 10.46kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
08BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C04
1.0 MPa
41 kN10.0 mm5
UNSTIFFENED PLATE Load Case 1-C04
BS5950 - 2000Design axis: X-X Mx=17.3 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments Moment max = -4.747kNm/m @ 114 mm
3.002.001.00
-1.00-2.00-3.00-4.00-5.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
09BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.5 MPa
36 kN 36 kN10.0 mm 54.0 mm
5
STIFFENED PLATE Load Case 1-C04
BS5950 - 2000Design axis: X-X Mx=17.3 kNm
2M8 or3M6 or4M5
2M8 or3M6 or4M5
Bending Moments & Design Output for Load Case 1-C04
Bending Moments Moment max = 6.900kNm/m @ 437 mm
6.00
4.00
2.00
-2.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
10BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C05
1.5 MPa
62 kN11.5 mm5
UNSTIFFENED PLATE Load Case 1-C05
BS5950 - 2000Design axis: X-X Mx=26.8 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.104kNm/m @ 114 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
11BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.5 MPa
54 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 1-C05
BS5950 - 2000Design axis: X-X Mx=26.8 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C05
Bending Moments Moment max = 10.67kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
12BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C06
1.2 MPa
53 kN10.6 mm
5
UNSTIFFENED PLATE Load Case 1-C06
BS5950 - 2000Design axis: Y-Y My=-22.8 kNm
2M10 or3M7 or4M7
2M10 or3M7 or4M7
Bending Moments Moment max = -6.109kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
13BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.4 MPa
45 kN 45 kN10.0 mm
56.0 mm
5
STIFFENED PLATE Load Case 1-C06
BS5950 - 2000Design axis: Y-Y My=-22.8 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments & Design Output for Load Case 1-C06
Bending Moments Moment max = 9.482kNm/m @ 114 mm
8.006.004.002.00
-2.00-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
14BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C07
1.7 MPa
64 kN11.7 mm5
UNSTIFFENED PLATE Load Case 1-C07
BS5950 - 2000Design axis: Y-Y My=27.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.343kNm/m @ 114 mm
6.00
4.00
2.00
-2.00
-4.00
-6.00
-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
15BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.7 MPa
56 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 1-C07
BS5950 - 2000Design axis: Y-Y My=27.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C07
Bending Moments Moment max = 11.17kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
16BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C08
0.9 MPa
40 kN10.0 mm5
UNSTIFFENED PLATE Load Case 1-C08
BS5950 - 2000Design axis: Y-Y My=17.1 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments Moment max = -4.581kNm/m @ 114 mm
3.002.001.00
-1.00-2.00-3.00-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
17BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.6 MPa
34 kN 34 kN10.0 mm 54.0 mm
5
STIFFENED PLATE Load Case 1-C08
BS5950 - 2000Design axis: Y-Y My=17.1 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments & Design Output for Load Case 1-C08
Bending Moments Moment max = 7.106kNm/m @ 437 mm
6.00
4.00
2.00
-2.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
18BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C09
1.9 MPa
68 kN12.1 mm
6
UNSTIFFENED PLATE Load Case 1-C09
BS5950 - 2000Design axis: X-X Mx=-31.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.892kNm/m @ 437 mm
6.004.002.00
-2.00-4.00-6.00-8.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
19BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.1 MPa
60 kN10.0 mm
67.0 mm
5
STIFFENED PLATE Load Case 1-C09
BS5950 - 2000Design axis: X-X Mx=-31.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C09
Bending Moments Moment max = 12.78kNm/m @ 114 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
20BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C10
1.0 MPa
48 kN10.2 mm
5
UNSTIFFENED PLATE Load Case 1-C10
BS5950 - 2000Design axis: X-X Mx=-21.1 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments Moment max = -5.568kNm/m @ 437 mm
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
21BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.2 MPa
40 kN 40 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 1-C10
BS5950 - 2000Design axis: X-X Mx=-21.1 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments & Design Output for Load Case 1-C10
Bending Moments Moment max = 9.057kNm/m @ 114 mm
8.00
6.00
4.00
2.00
-2.00
-4.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
22BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C11
1.7 MPa
74 kN12.6 mm
6
UNSTIFFENED PLATE Load Case 1-C11
BS5950 - 2000Design axis: Y-Y My=-31.2 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -8.599kNm/m @ 437 mm
6.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
23BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.4 MPa
66 kN 66 kN10.0 mm
67.0 mm
5
STIFFENED PLATE Load Case 1-C11
BS5950 - 2000Design axis: Y-Y My=-31.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C11
Bending Moments Moment max = 12.39kNm/m @ 114 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
24BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C12
1.3 MPa
56 kN10.9 mm
5
UNSTIFFENED PLATE Load Case 1-C12
BS5950 - 2000Design axis: Y-Y My=-23.4 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.409kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
25BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.3 MPa
49 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 1-C12
BS5950 - 2000Design axis: Y-Y My=-23.4 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 1-C12
Bending Moments Moment max = 9.346kNm/m @ 114 mm
8.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
26BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C13
1.8 MPa
76 kN12.7 mm6
UNSTIFFENED PLATE Load Case 1-C13
BS5950 - 2000Design axis: X-X Mx=32.9 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -8.771kNm/m @ 114 mm
6.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
27BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.8 MPa
66 kN10.0 mm 68.0 mm
5
STIFFENED PLATE Load Case 1-C13
BS5950 - 2000Design axis: X-X Mx=32.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C13
Bending Moments Moment max = 13.55kNm/m @ 437 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
28BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C14
1.8 MPa
66 kN11.8 mm
5
UNSTIFFENED PLATE Load Case 1-C14
BS5950 - 2000Design axis: Y-Y My=-28.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.575kNm/m @ 437 mm
6.00
4.00
2.00
-2.00
-4.00
-6.00
-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
29BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.9 MPa
58 kN10.0 mm
56.0 mm
5
STIFFENED PLATE Load Case 1-C14
BS5950 - 2000Design axis: Y-Y My=-28.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 1-C14
Bending Moments Moment max = 11.62kNm/m @ 114 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
30BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C15
1.1 MPa
51 kN10.4 mm5
UNSTIFFENED PLATE Load Case 1-C15
BS5950 - 2000Design axis: Y-Y My=21.8 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments Moment max = -5.867kNm/m @ 114 mm
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
31BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.3 MPa
43 kN 43 kN10.0 mm 55.0 mm
5
STIFFENED PLATE Load Case 1-C15
BS5950 - 2000Design axis: Y-Y My=21.8 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments & Design Output for Load Case 1-C15
Bending Moments Moment max = 9.057kNm/m @ 437 mm
8.00
6.00
4.00
2.00
-2.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
32BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 1-C16
0.6 MPa
26 kN10.0 mm5
UNSTIFFENED PLATE Load Case 1-C16
BS5950 - 2000Design axis: Y-Y My=11.0 kNm
2M6 or3M5 or4M5
2M6 or3M5 or4M5
Bending Moments Moment max = -2.945kNm/m @ 114 mm
2.00
1.00
-1.00
-2.00
-3.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
33BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
1.6 MPa
22 kN 22 kN10.0 mm 53.0 mm
5
STIFFENED PLATE Load Case 1-C16
BS5950 - 2000Design axis: Y-Y My=11.0 kNm
2M6 or3M5 or4M5
2M6 or3M5 or4M5
Bending Moments & Design Output for Load Case 1-C16
Bending Moments Moment max = 4.577kNm/m @ 437 mm
4.00
3.00
2.00
1.00
-1.00
-2.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
34BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C01
1.6 MPa
61 kN11.5 mm
5
UNSTIFFENED PLATE Load Case 3-C01
BS5950 - 2000Design axis: X-X Mx=-28.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.097kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
35BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.4 MPa
53 kN10.0 mm
56.0 mm
5
STIFFENED PLATE Load Case 3-C01
BS5950 - 2000Design axis: X-X Mx=-28.2 kNm
2M10 or3M7 or4M7
2M10 or3M7 or4M7
Bending Moments & Design Output for Load Case 3-C01
Bending Moments Moment max = 11.32kNm/m @ 114 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
36BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C02
1.1 MPa
44 kN10.0 mm
5
UNSTIFFENED PLATE Load Case 3-C02
BS5950 - 2000Design axis: X-X Mx=-20.2 kNm
2M8 or3M7 or4M6
2M8 or3M7 or4M6
Bending Moments Moment max = -5.077kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
37BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.1 MPa
37 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 3-C02
BS5950 - 2000Design axis: X-X Mx=-20.2 kNm
2M8 or3M6 or4M6
2M8 or3M6 or4M6
Bending Moments & Design Output for Load Case 3-C02
Bending Moments Moment max = 8.813kNm/m @ 114 mm
8.00
6.00
4.00
2.00
-2.00
-4.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
38BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C03
1.5 MPa
62 kN11.5 mm5
UNSTIFFENED PLATE Load Case 3-C03
BS5950 - 2000Design axis: X-X Mx=26.4 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.193kNm/m @ 114 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
39BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.7 MPa
55 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 3-C03
BS5950 - 2000Design axis: X-X Mx=26.4 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 3-C03
Bending Moments Moment max = 10.45kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
40BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C04
1.2 MPa
55 kN10.9 mm
5
UNSTIFFENED PLATE Load Case 3-C04
BS5950 - 2000Design axis: Y-Y My=-23.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.384kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
41BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.2 MPa
49 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 3-C04
BS5950 - 2000Design axis: Y-Y My=-23.2 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 3-C04
Bending Moments Moment max = 9.220kNm/m @ 114 mm
8.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
42BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C05
1.5 MPa
60 kN11.3 mm
5
UNSTIFFENED PLATE Load Case 3-C05
BS5950 - 2000Design axis: Y-Y My=-26.4 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.944kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
43BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.4 MPa
53 kN10.0 mm
56.0 mm
5
STIFFENED PLATE Load Case 3-C05
BS5950 - 2000Design axis: Y-Y My=-26.4 kNm
2M10 or3M7 or4M7
2M10 or3M7 or4M7
Bending Moments & Design Output for Load Case 3-C05
Bending Moments Moment max = 10.46kNm/m @ 114 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
44BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C06
1.2 MPa
54 kN10.8 mm
5
UNSTIFFENED PLATE Load Case 3-C06
BS5950 - 2000Design axis: Y-Y My=-23.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.255kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
45BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.2 MPa
47 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 3-C06
BS5950 - 2000Design axis: Y-Y My=-23.2 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 3-C06
Bending Moments Moment max = 9.328kNm/m @ 114 mm
8.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
46BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C07
1.7 MPa
63 kN11.7 mm5
UNSTIFFENED PLATE Load Case 3-C07
BS5950 - 2000Design axis: Y-Y My=28.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -7.329kNm/m @ 114 mm
6.00
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
47BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.7 MPa
56 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 3-C07
BS5950 - 2000Design axis: Y-Y My=28.2 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 3-C07
Bending Moments Moment max = 11.31kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
48BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C08
0.8 MPa
35 kN10.0 mm5
UNSTIFFENED PLATE Load Case 3-C08
BS5950 - 2000Design axis: Y-Y My=15.7 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments Moment max = -4.089kNm/m @ 114 mm
3.00
2.00
1.00
-1.00
-2.00
-3.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
49BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.4 MPa
30 kN 30 kN10.0 mm 54.0 mm
5
STIFFENED PLATE Load Case 3-C08
BS5950 - 2000Design axis: Y-Y My=15.7 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments & Design Output for Load Case 3-C08
Bending Moments Moment max = 6.686kNm/m @ 437 mm
6.00
4.00
2.00
-2.00
-4.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
50BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C09
1.3 MPa
56 kN11.0 mm
5
UNSTIFFENED PLATE Load Case 3-C09
BS5950 - 2000Design axis: X-X Mx=-25.3 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.511kNm/m @ 437 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
51BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.3 MPa
48 kN10.0 mm
55.0 mm
5
STIFFENED PLATE Load Case 3-C09
BS5950 - 2000Design axis: X-X Mx=-25.3 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 3-C09
Bending Moments Moment max = 10.38kNm/m @ 114 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
52BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C10
0.7 MPa
32 kN10.0 mm
5
UNSTIFFENED PLATE Load Case 3-C10
BS5950 - 2000Design axis: X-X Mx=-14.6 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments Moment max = -3.747kNm/m @ 437 mm
2.00
1.00
-1.00
-2.00
-3.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
53BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.3 MPa
27 kN 27 kN10.0 mm
54.0 mm
5
STIFFENED PLATE Load Case 3-C10
BS5950 - 2000Design axis: X-X Mx=-14.6 kNm
2M7 or3M5 or4M5
2M7 or3M5 or4M5
Bending Moments & Design Output for Load Case 3-C10
Bending Moments Moment max = 6.415kNm/m @ 114 mm
6.00
4.00
2.00
-2.00
50.
0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
54BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for (Critical) Load Case 3-C11
2.1 MPa
83 kN13.3 mm
6
UNSTIFFENED PLATE Load Case 3-C11
BS5950 - 2000Design axis: Y-Y My=-35.0 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -9.571kNm/m @ 437 mm
6.004.002.00
-2.00-4.00-6.00-8.00-10.0
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
55BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.2 MPa
75 kN10.0 mm
67.0 mm
5
STIFFENED PLATE Load Case 3-C11
BS5950 - 2000Design axis: Y-Y My=-35.0 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments & Design Output for (Critical) Load Case 3-C11
Bending Moments Moment max = 13.10kNm/m @ 114 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
56BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C12
1.8 MPa
76 kN12.7 mm6
UNSTIFFENED PLATE Load Case 3-C12
BS5950 - 2000Design axis: X-X Mx=31.8 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -8.757kNm/m @ 114 mm
6.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
57BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.5 MPa
67 kN 67 kN10.0 mm 67.0 mm
5
STIFFENED PLATE Load Case 3-C12
BS5950 - 2000Design axis: X-X Mx=31.8 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 3-C12
Bending Moments Moment max = 12.65kNm/m @ 437 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
58BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C13
2.0 MPa
81 kN13.1 mm
6
UNSTIFFENED PLATE Load Case 3-C13
BS5950 - 2000Design axis: Y-Y My=-35.0 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -9.314kNm/m @ 437 mm
6.004.002.00
-2.00-4.00-6.00-8.00-10.0
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
59BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
5.1 MPa
70 kN 70 kN10.1 mm
68.0 mm
5
STIFFENED PLATE Load Case 3-C13
BS5950 - 2000Design axis: Y-Y My=-35.0 kNm
2M10 or3M10 or4M7
2M10 or3M10 or4M7
Bending Moments & Design Output for Load Case 3-C13
Bending Moments Moment max = 14.38kNm/m @ 114 mm
14.012.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
60BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C14
1.7 MPa
75 kN12.6 mm6
UNSTIFFENED PLATE Load Case 3-C14
BS5950 - 2000Design axis: X-X Mx=31.9 kNm
2M12 or3M10 or4M8
2M12 or3M10 or4M8
Bending Moments Moment max = -8.625kNm/m @ 114 mm
6.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
61BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
4.6 MPa
65 kN 65 kN10.0 mm 67.0 mm
5
STIFFENED PLATE Load Case 3-C14
BS5950 - 2000Design axis: X-X Mx=31.9 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments & Design Output for Load Case 3-C14
Bending Moments Moment max = 12.94kNm/m @ 437 mm
12.010.08.006.004.002.00
-2.00-4.00-6.00-8.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
62BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C15
1.4 MPa
58 kN11.2 mm5
UNSTIFFENED PLATE Load Case 3-C15
BS5950 - 2000Design axis: Y-Y My=25.3 kNm
2M10 or3M8 or4M7
2M10 or3M8 or4M7
Bending Moments Moment max = -6.739kNm/m @ 114 mm
4.00
2.00
-2.00
-4.00
-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
63BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
3.6 MPa
51 kN10.0 mm 56.0 mm
5
STIFFENED PLATE Load Case 3-C15
BS5950 - 2000Design axis: Y-Y My=25.3 kNm
2M10 or3M7 or4M6
2M10 or3M7 or4M6
Bending Moments & Design Output for Load Case 3-C15
Bending Moments Moment max = 10.33kNm/m @ 437 mm
10.08.006.004.002.00
-2.00-4.00-6.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
64BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
Bending Moments & Design Output for Load Case 3-C16
0.8 MPa
34 kN10.0 mm5
UNSTIFFENED PLATE Load Case 3-C16
BS5950 - 2000Design axis: Y-Y My=14.6 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments Moment max = -3.911kNm/m @ 114 mm
2.00
1.00
-1.00
-2.00
-3.00
-4.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
65BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015
-
2.2 MPa
29 kN 29 kN10.0 mm 54.0 mm
5
STIFFENED PLATE Load Case 3-C16
BS5950 - 2000Design axis: Y-Y My=14.6 kNm
2M7 or3M6 or4M5
2M7 or3M6 or4M5
Bending Moments & Design Output for Load Case 3-C16
Bending Moments Moment max = 6.058kNm/m @ 437 mm
6.00
4.00
2.00
-2.00
50.0
100
150
200
250
300
350
400
450
500
550
Bend
ing
Mom
ent (
kNm
/m)
Distance (mm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
66BP1BASE PLATE -35M SHADEPERGOLA-ASHGHAL
E.NAOLA 3/8/2015