Post on 10-Feb-2022
MEEVER BRACING
WWW.MEEVERBRACING.COMWWW.MEEVERBRACING.COM
BRACING SYSTEMMEEVER BRACING
ENGINEERING • SHEET PILES • TUBES • ANCHORS • BEAMS & TRENCH SHEETS
MEEVER BRACING
MEEVER BRACING
Meever series Brace is a modular system designed & engineered to
maintain excavation integrity, it allows flexibility on site and saves time
and money. Most importantly it provides a safe working environment.
Meever Series is:
• The first of its kind, with removable hydraulic rams so the load is
not under hydraulic load
• Easy to install
• Versatile on site
• Time and money saving
• Easy fast assembly
0.5mtr, 1mtr, 2mtr, 3mtr & 6mtr Modules, Meever Series fits
together with a full shear capacity joint, secured with one pin.
This simple, easy assembly requires minimal training, saving time on
site layout.
Reduced Weight
The brace is lighter than conventional method of steel pipe strutting,
therefore smaller machines can be used on site.
Over-dig Allowance
The Meever series hydraulic unit extends up to 700mm, allowing
an overall overlap of up to 200mm. This means that if over-digging
occurs, the hydraulic unit can extend 200mm to cover the gap
between the modules, creating dig flexibility and convenience on
site.
Safe Cross Bracing
Cross brace connections points have been designed into the
modules. This allows a positive connection between the module and
the cross brace.
WWW.MEEVERBRACING.COM
0.00 mSoft Clay
7.00 mFirm Clay
18.00 m
WL 7.00 m7.00 m WL7.00 m
20.0 kN/m²
Toe = 11.00 m
0.50 m 8.2 kN/m
3.00 m 75.0 kN/m
5.00 m 87.6 kN/m 5.60 m 87.6 kN/m
Meever (400Series/400Series)
Meever (400Series/300Series)
Meever (400Series/300Series)Meever (400Series/300Series)
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 1Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
Maximum d (m)6.99kN/m²110.07.51mm0.3
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
0.00 mSoft Clay
7.00 mFirm Clay
18.00 m
WL 7.00 m7.00 m WL7.00 m
20.0 kN/m²
Toe = 11.00 m
0.50 m 8.2 kN/m
3.00 m 75.0 kN/m
5.00 m 87.6 kN/m 5.60 m 87.6 kN/m
Meever (400Series/400Series)
Meever (400Series/300Series)
Meever (400Series/300Series)Meever (400Series/300Series)
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 1Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
Maximum d (m)6.99kN/m²110.07.51mm0.3
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
x (m) R (kN) M (kNm)L =
400 Series:E = I =
M x=
20.00
2.1E+0860180.01504.7
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00
x (m) R (kN) M (kNm)B =
300 Series:E = I =
M x=
20.00
2.1E+0825170.0595.0
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
0 2 4 6 8 10 12 14 16 18 20 (m)
0
2
4
6
8
10
12
14
16
18
20
(m)
187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 6Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
d = F =
5.6087.6
mkN/m
400Series/300Series
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
x (m) R (kN) M (kNm)L =
400 Series:E = I =
M x=
20.00
2.1E+0860180.01504.7
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00
x (m) R (kN) M (kNm)B =
300 Series:E = I =
M x=
20.00
2.1E+0825170.0595.0
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
0 2 4 6 8 10 12 14 16 18 20 (m)
0
2
4
6
8
10
12
14
16
18
20
(m)
187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 6Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
d = F =
5.6087.6
mkN/m
400Series/300Series
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
x (m) R (kN) M (kNm)L =
400 Series:E = I =
M x=
20.00
2.1E+0860180.01504.7
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00
x (m) R (kN) M (kNm)B =
300 Series:E = I =
M x=
20.00
2.1E+0825170.0595.0
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
0 2 4 6 8 10 12 14 16 18 20 (m)
0
2
4
6
8
10
12
14
16
18
20
(m)
187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 6Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
d = F =
5.6087.6
mkN/m
400Series/300Series
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
x (m) R (kN) M (kNm)L =
400 Series:E = I =
M x=
20.00
2.1E+0860180.01504.7
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00
x (m) R (kN) M (kNm)B =
300 Series:E = I =
M x=
20.00
2.1E+0825170.0595.0
m
kN/m²cm 4
kNm
0.00 187.5 0.06.00 688.1 442.3
14.00 688.1 442.320.00 187.5 0.0
Maximum x (m)Bending Moment (kNm) 442.3 5.98
Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
45°
45°
972.3kN
973.1kN 45°
45°
972.3kN
973.1kN
0 2 4 6 8 10 12 14 16 18 20 (m)
0
2
4
6
8
10
12
14
16
18
20
(m)
187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
187.5kN
688.1kN
688.1kN
187.5kN
Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004
Page: 6Date: 5.6.17
Sheet: ESZ 20-700Works: Temporary
Pressure: RankineAnalysis: Net Pressure
Toe: Fixed Earth Support
d = F =
5.6087.6
mkN/m
400Series/300Series
PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.
Sheet to Sheet - 20.00mtr x 20.00mtr
Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: sales@meever.ae
SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754
Email: GTSoftLtd@aol.comWeb: www.GTSoft.org
MEEVER BRACING
Meever & Meever Head officeGorinchemsestraat 37
4231 BE Meerkerk, The Netherlands
T +31 183 358390
E info@meeverbracing.com
• Meever Series Brace can be used in
conjuction with all Steel Sheet Piles
U & Z Type, trench sheet.
• Meever Series is not restrictied to
size or shape it can is versatile in
every aspect.
• Meever Bracing offer a prelimanry
design outlining the sheets and the
amount of bracing needed to secure
your excavations.
WWW.MEEVERBRACING.COM