Base Plate Design
Base Plate Design
Base Plate Design
&
RAFTER EXTENSION
ASSUMPTIONS AND DATA
Design has been carried out in the accordance with relevant BRITISH Standards with a
particular reference to the following code of practice.
MATERIAL
LOADING
2
TABLE OF CONTENTS
1. COVER PAGE
i. FRAME ANALYSIS
ii. BASEPLATE DESIGN
iii. CONNECTION DESIGN
i. FRAME ANALYSIS
ii. BASEPLATE DESIGN
1
SHED 1
BASEPLATE DESIGN &
RAFTER EXTENSION
5
FRAME ANALYSIS
4
LOADING OF SHED
1 DEAD LOAD AND LIVE LOAD
1, sheet and insulation 0.07 KN/m 2
2
2, purlin 0.0859 KN/m
2
3, false ceiling 0.00 KN/m
2
D.L= 0.1559 KN/m
2
L.L= 0.6 KN/m
Frame spacing 6.000 m
Total D.L = 0.9354 KN/m 93.54 Kg/ml
L.L = 3.6 KN/m 360 Kg/ml
1- WIND LOAD
Frame spacing = 6.000 m
slop = 6.84 degree
Design wind speed (m/s) Vs = V*S1*S2*S3
V= 160 km/hr = 44.44 m/s
S1= 1
S2 = 0.9
S3 = 1
Vs= 40.00 m/s
Wi = Wk*A*(Cpe-Cpi)
w1 = 6.000 KN/m
w2 = 3.600 KN/m 0.9 0.4
w3 = 0.600 KN/m
w4 = -0.300 KN/m 0.7 -0.3 0.25
-0.6
0.7 0.25
-0.6
For = 90 Cpi = -0.3
w1 = -1.20 KN/m
w2 = 3.000 KN/m
w3 = 3.000 KN/m
w4 = 1.200 KN/m 0.8 0.8
-0.5 0.5
-0.1
Wi = Wk*A*(Cpe-Cpi)
w1 = 3.000 KN/m
w2 = 6.600 KN/m 0.9 0.4
w3 = 3.600 KN/m
w4 = 2.700 KN/m 0.7 0.2 0.25
-0.6
0.7 0.25
-0.6
For = 90 Cpi = 0.2
w1 = -4.20 KN/m
w2 = 6.000 KN/m
w3 = 6.000 KN/m 0.8 0.8
w4 = 4.200 KN/m
-0.5 0.2 0.5
0.7
-0.5 0.5
-0.1
Job No Sheet No Rev
1
Part
Software licensed to --
Job Title Ref
By Date04-Oct-09 Chd
4
4:UB406X140X46
5
3:UB406X140X46
2:UB457X152X52
1:UB457X152X52
Y
X
Z Load 1
1
STEEL SECTION
Print Time/Date: 04/10/2009 10:24 STAAD.Pro for Windows Release 2006 Print Run 1 of 1
Sunday, October 04, 2009, 10:26 AM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro *
* Version 2006 Bld 1002.US *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= OCT 4, 2009 *
* Time= 10:23: 2 *
* *
* USER ID: -- *
****************************************************
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S T A A D -III
REV: 2006
STRUCTURE DATA: 5
4
TYPE = SPACE
3
NJ = 5 2 4
NM = 4
NE = 0
NS = 2
NL = 0
UNIT METE KN
XMAX= 17.8
YMAX= 8.5
ZMAX= 0.0
1 2
1 3
DATE:OCT 4,2009
TIME: 10:23: 3
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DXF IMPORT OF FRAME 1.DXF -- PAGE NO. 3
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DXF IMPORT OF FRAME 1.DXF -- PAGE NO. 4
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 5/ 4/ 2
ORIGINAL/FINAL BAND-WIDTH= 3/ 3/ 18 DOF
TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 18
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.0/ 19348.8 MB
79. PARAMETER 1
80. CODE BS5950
81. SGR 2 ALL
82. PY 460000 ALL
83. UNL 1.2 MEMB 3 4
84. LY 1.2 MEMB 3 4
85. UNL 3.5 MEMB 1 2
86. LY 3.5 MEMB 1 2
87. KZ 1.5 MEMB 1 2
88. SBLT 0 ALL
89. CHECK CODE ALL
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DXF IMPORT OF FRAME 1.DXF -- PAGE NO. 5
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DXF IMPORT OF FRAME 1.DXF -- PAGE NO. 6
91. FINISH
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DXF IMPORT OF FRAME 1.DXF -- PAGE NO. 7
************************************************************
* For questions on STAAD.Pro, please contact *
* Research Engineers Offices at the following locations *
* *
* Telephone Email *
* USA: +1 (714)974-2500 support@reiusa.com *
* CANADA +1 (905)632-4771 detech@odandetech.com *
* CANADA +1 (604)629 6087 staad@dowco.com *
* UK +44(1454)207-000 support@reel.co.uk *
* FRANCE +33(0)1 64551084 support@reel.co.uk *
* GERMANY +49/931/40468-71 info@reig.de *
* NORWAY +47 67 57 21 30 staad@edr.no *
* SINGAPORE +65 6225-6015/16 support@reiasia.net *
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BASEPLATE DESIGN
3
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
General Parameters
Loads
Load P Mx My Load
Case (kN) (kNm) (kNm) Factor
1 74.47 109.75 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
BS5950 - 1990
a3=50.0 a4=50.0
L=500.0
W1=23.8 L1=25.1 X
449.8
W=200.0
152.4
Y Y
a1=150.0 a2=150.0
X
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10
50.6 mm 314 kN 17 kN
20.3 MPa
Design axis: X-X Mx=109.8 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
20.0
40.0
60.0
80.0
100
120
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10316 kN 11 kN
18.0 mm 1312.0 mm
20.3 MPa
Design axis: X-X Mx=109.8 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
20.0
40.0
60.0
80.0
100
120
140
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
500
25 450
457x152x52 I 10
200
100
4M22 gr 8.8
Bolt hole size:24 mm
24
50
150 Plan 150
152
13 14 mm stiffeners
20
20
Elevation
DETAIL 1
CONNECTION DESIGN
5
Job No Sheet No Rev
1
Part
Software licensed to --
Job Title Ref
By Date04-Oct-09 Chd
0.850
-88.63 -91.376
Print Time/Date: 04/10/2009 10:28 STAAD.Pro for Windows Release 2006 Print Run 1 of 1
Job No Sheet No Rev
1
Part
Software licensed to --
Job Title Ref
By Date04-Oct-09 Chd
53.354
-10.002
Print Time/Date: 04/10/2009 10:29 STAAD.Pro for Windows Release 2006 Print Run 1 of 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
S12
Beam - Column Connection - Ver W1.7.01 - 10 Jan 2001
Summary
7 Bolts & Flange Tension & Bending 1 39.3 57.1 kN 68.8 O.K.
9 Bolts & End Plate Tension & Bending 1 39.3 105.1 kN 37.4 O.K.
Input
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
General Settings
Bolt Tension Analysis Plastic
Bolt Type Bearing
Bolt Grade 4.8
Member Ultimate Strength 450
Member Yield Strength 275
Weld Ultimate Strength 480
5
FRAME ANALYSIS
4
LOADING OF SHED
1 DEAD LOAD AND LIVE LOAD
1, sheet and insulation 0.07 KN/m 2
2
2, purlin 0.0859 KN/m
2
3, false ceiling 0.00 KN/m
2
D.L= 0.1559 KN/m
2
L.L= 0.6 KN/m
Frame spacing 6.000 m
Total D.L = 0.9354 KN/m 93.54 Kg/ml
L.L = 3.6 KN/m 360 Kg/ml
1- WIND LOAD
Frame spacing = 6.000 m
slop = 6.84 degree
Design wind speed (m/s) Vs = V*S1*S2*S3
V= 160 km/hr = 44.44 m/s
S1= 1
S2 = 0.9
S3 = 1
Vs= 40.00 m/s
Wi = Wk*A*(Cpe-Cpi)
w1 = 6.000 KN/m
w2 = 3.600 KN/m 0.9 0.4
w3 = 0.600 KN/m
w4 = -0.300 KN/m 0.7 -0.3 0.25
-0.6
0.7 0.25
-0.6
For = 90 Cpi = -0.3
w1 = -1.20 KN/m
w2 = 3.000 KN/m
w3 = 3.000 KN/m
w4 = 1.200 KN/m 0.8 0.8
-0.5 0.5
-0.1
Wi = Wk*A*(Cpe-Cpi)
w1 = 3.000 KN/m
w2 = 6.600 KN/m 0.9 0.4
w3 = 3.600 KN/m
w4 = 2.700 KN/m 0.7 0.2 0.25
-0.6
0.7 0.25
-0.6
For = 90 Cpi = 0.2
w1 = -4.20 KN/m
w2 = 6.000 KN/m
w3 = 6.000 KN/m 0.8 0.8
w4 = 4.200 KN/m
-0.5 0.2 0.5
0.7
-0.5 0.5
-0.1
Sunday, October 04, 2009, 10:53 AM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro *
* Version 2006 Bld 1002.US *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= OCT 4, 2009 *
* Time= 10:52: 7 *
* *
* USER ID: -- *
****************************************************
C:\my folders\my folder\my documents\lani pic\New Folder\New Folder\New my Folder\my project\design 7-ayaz\baseplate
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Sunday, October 04, 2009, 10:53 AM
S T A A D -III
REV: 2006
6
4
STRUCTURE DATA: 3
5 7
TYPE = SPACE
NJ = 9
NM = 8 7 8
NE = 0 26 9 8 54
NS = 2
NL = 0
UNIT METE KN
XMAX= 17.8
YMAX= 10.9
ZMAX= 0.0
1 2
1 3
DATE:OCT 4,2009
TIME: 10:52: 7
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DXF IMPORT OF FRAME 2.DXF -- PAGE NO. 3
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DXF IMPORT OF FRAME 2.DXF -- PAGE NO. 4
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 9/ 8/ 2
ORIGINAL/FINAL BAND-WIDTH= 7/ 2/ 18 DOF
TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 42
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.0/ 19348.2 MB
85. PARAMETER 1
86. CODE BS5950
87. SGR 2 ALL
88. PY 460000 ALL
89. UNL 1.2 MEMB 3 4
90. LY 1.2 MEMB 3 4
91. UNL 3.5 MEMB 1 2
92. LY 3.5 MEMB 1 2
93. KZ 1.5 MEMB 1 2 7 8
94. SBLT 0 ALL
95. CHECK CODE ALL
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DXF IMPORT OF FRAME 2.DXF -- PAGE NO. 5
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DXF IMPORT OF FRAME 2.DXF -- PAGE NO. 6
97. FINISH
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Sunday, October 04, 2009, 10:53 AM
DXF IMPORT OF FRAME 2.DXF -- PAGE NO. 7
************************************************************
* For questions on STAAD.Pro, please contact *
* Research Engineers Offices at the following locations *
* *
* Telephone Email *
* USA: +1 (714)974-2500 support@reiusa.com *
* CANADA +1 (905)632-4771 detech@odandetech.com *
* CANADA +1 (604)629 6087 staad@dowco.com *
* UK +44(1454)207-000 support@reel.co.uk *
* FRANCE +33(0)1 64551084 support@reel.co.uk *
* GERMANY +49/931/40468-71 info@reig.de *
* NORWAY +47 67 57 21 30 staad@edr.no *
* SINGAPORE +65 6225-6015/16 support@reiasia.net *
* INDIA +91(033)2357-3575 support@calcutta.reiusa.com *
* JAPAN +81(03)5952-6500 eng-eye@crc.co.jp *
* CHINA +86(411)363-1983 support@reiasia.net *
* THAILAND +66(0)2645-1018/19 support@thai.reiusa.com *
* *
* North America support@reiusa.com *
* Europe support@reel.co.uk *
* Asia support@reiasia.net *
************************************************************
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BASEPLATE DESIGN
3
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
General Parameters
Loads
Load P Mx My Load
Case (kN) (kNm) (kNm) Factor
1 259 178 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
BS5950 - 1990
X
L=300.0
L1=45.6
208.7
a4=170.0
W=730.0
Y528.3 Y
a3=170.0
W1=100.8
a1=90.0 a2=90.0
X
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10.8 MPa
Design axis: Y-Y My=178.0 kNm BS5950 - 1990
10.0
20.0
30.0
40.0
50.0
60.0
70.0
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
6
15.6 mm 212 kN8 9.0 mm
10.3 MPa
Design axis: Y-Y My=178.0 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
550
600
650
700
10.0
20.0
30.0
40.0
50.0
60.0
70.0
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
300
46 209
528
533x210x82 I 8
740
400
4M20 gr 8.8
170
101
90 90
Plan
40
Elevation
DETAIL1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
General Parameters
Loads
Load P Mx My Load
Case (kN) (kNm) (kNm) Factor
1 74.47 109.75 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
BS5950 - 1990
a3=50.0 a4=50.0
L=500.0
W1=23.8 L1=25.1 X
449.8
W=200.0
152.4
Y Y
a1=150.0 a2=150.0
X
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10
50.6 mm 314 kN 17 kN
20.3 MPa
Design axis: X-X Mx=109.8 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
20.0
40.0
60.0
80.0
100
120
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10316 kN 11 kN
18.0 mm 1312.0 mm
20.3 MPa
Design axis: X-X Mx=109.8 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
20.0
40.0
60.0
80.0
100
120
140
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
500
25 450
457x152x52 I 10
200
100
4M24 gr 8.8
50
150 150
Plan
152
13
14 mm stiffeners
20
20
Elevation
DETAIL 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
General Parameters
Loads
Load P Mx My Load
Case (kN) (kNm) (kNm) Factor
1 259 178 1
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
BS5950 - 1990
X
L=300.0
L1=45.6
208.7
a4=170.0
W=740.0
Y528.3 Y
a3=170.0
W1=100.8
a1=90.0 a2=90.0
X
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
10.8 MPa
Design axis: Y-Y My=178.0 kNm BS5950 - 1990
10.0
20.0
30.0
40.0
50.0
60.0
70.0
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
6
15.6 mm 212 kN8 9.0 mm
10.3 MPa
Design axis: Y-Y My=178.0 kNm BS5950 - 1990
50.0
100
150
200
250
300
350
400
450
500
550
600
650
700
10.0
20.0
30.0
40.0
50.0
60.0
70.0
Distance (mm)
Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date
300
46 209
528
200
533x210x82 I 8
740
6M20 gr 8.8
200
170
101
90 90
Plan
6
10 mm stiffeners
36
16
Elevation
DETAIL 1