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Sheet Job Number Job Title Client Calcs by Checked by Date Software Consultants (Pty) Ltd Internet: http://www.prokon.com E-Mail : [email protected] Base plate design by PROKON. (Basepl Ver W2.5.05 - 18 Oct 2010) Design code : BS5950 - 1990 Title : BASE PLATE-1 S11 Input Data Column on Base Plate: 508.0x16.0 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) 800 800 146.00 146.00 60 60 60 60 General Parameters Concrete: fcu (MPa) Plate fy: (MPa) Welds fuw: (MPa) Bolt Grade Use studs (Y/N) 30 275 460 8.8 Y Loads Load Case P (kN) Mx (kNm) My (kNm) Load Factor 1 58 378 1.4
Base Plate 1
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DESCRIPTION
Base Plate Design
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-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet:
http://www.prokon.comE-Mail : [email protected]
Base plate design by PROKON. (Basepl Ver W2.5.05 - 18 Oct
2010)
Design code : BS5950 - 1990Title : BASE PLATE-1
S11Input Data
Column on Base Plate: 508.0x16.0
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)
800800146.00146.0060606060
General Parameters
Concrete: fcu (MPa)Plate fy: (MPa)Welds fuw: (MPa)Bolt GradeUse
studs (Y/N)
302754608.8Y
Loads
LoadCase
P(kN)
Mx(kNm)
My(kNm)
LoadFactor
1 58 378 1.4
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet:
http://www.prokon.comE-Mail : [email protected]
Sketch of base plate
L=800.0
W=8
00.0
508.0
508.
0
L1=146.0
W1=
146.
0
a1=60.0 a2=60.0
a3=6
0.0
a4=6
0.0
BS5950 - 1990 X
X
Y Y
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet:
http://www.prokon.comE-Mail : [email protected]
Bending Moments & Design Output for (Critical) Load Case
1
738 kN 738 kN40.4 mm 10
UNSTIFFENED PLATE Load Case 1
BS5950 - 1990Design axis: X-X Mx=529.2 kNm
2M39 or3M33 or4M27
2M39 or3M33 or4M27
Bending Moments Moment max = 88.02kNm/m @ 654 mm
80.060.040.020.0
-20.0-40.0-60.0-80.0
50.0
100
150
200
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300
350
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500
550
600
650
700
750
800
Ben
ding
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]
738 kN 738 kN30.8 mm 10 2.0 mm8
STIFFENED PLATE Load Case 1
BS5950 - 1990Design axis: X-X Mx=529.2 kNm
2M39 or3M33 or4M27
2M39 or3M33 or4M27
Bending Moments & Design Output for (Critical) Load Case
1
Bending Moments Moment max = 87.80kNm/m @ 654 mm
80.060.040.020.0
-20.0-40.0-60.0-80.0
50.0
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
Ben
ding
Mom
ent (
kNm
/m)
Distance (mm)
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