Page 54 - Pro Mech Brochure - 2022 Brochure.cdr

GROUND
SUPPORT
SYSTEMS

DESIGN SERVICE

Pro Mech provide a complimentary Temporary Works Design Engineering Service in support of the hire products. This
service is carried out by a team of qualified Civil, Structural and Mechanical Engineers with extensive experience in the
construction industry, and is covered by £5 million Professional Indemnity Insurance.

We use a digital approach, resulting in an e cient and professional service. Our Design Services are carried out through
simple yet robust Quality Procedures to ISO 9001, and in accordance with all relevant design codes and legislation,
ensuring that we provide our customers with solutions that balance safety and practicability with good value.

We o er on site training and installation sign o checklist to ensure safety for everyone involved.

131.3kN 416.0kN 416.0kN 131.3kN Ref: 2292
Page: 1
0 Date: 10.6.22 2
109.5kN Sheet: GU13 20.0 kN/m
(m) Works: Temporary
Pressure: Rankine Made Ground 0.00 m
1 Analysis: Net Pressure
Toe: Free Earth Support
Atlas 300 (300/300) 15.1 kN/m 0.50 m
Maximum d (m)
2 30.3 kN/m 2 4.50
34.0 kNm/m
4.20
1.7mm 4.57
PLEASE NOTE THIS HAS BEEN
3 CALCULATED ON THE INFORMATION
GIVEN TO OURSELVES.
109.5kN THIS IS FOR DISCUSSION PURPOSE
ONLY.
THIS TEMPORARY WORKS DESIGN IS
ONLY VALID IF THE EQUIPMENT IS Atlas 300 (300/300) 57.6 kN/m 2.50 m
HIRED FROM PRO-MECH.
PLEASE REFER TO PRO-MECH TERMS
0 2 4 6 8 10 12 14 16 18 (m) AND CONDITIONS.
Sheet to Sheet - 19.00mtr x 3.80mtr
Made Ground
Minimum Sheet - 7.00mtr GU13
4.50 m WL WL 4.50 m
Toe = 2.52 m
x (m) R (kN) M (kNm)
7.02 m
L = 19.00 m 0.00 131.3 0.0 SupportIT, v2.36
Tel/Fax: +44 (0)1292 477754
300: 6.00 416.0 243.7 PRO-MECH GROUND SUPPORT SYSTEMS © 1997 - 2014, GTSoft Ltd.
Email: [email protected]
Web: www.GTSoft.org
E = 2.1E+08 kN/m 2 13.00 416.0 243.7
I = 38747.0 cm 4 19.00 131.3 0.0
M = 422.0 kNm 1 2 3 4 5 6 7 8
x
A A
Maximum x (m)
Bending Moment (kNm) 243.7 6.00
Shear Force (kN) 215.3 12.97
B B
Deflection (mm) 5.4 2.58
C C
x (m) R (kN) M (kNm)
L = 3.80 m 0.00 109.5 0.0
300: 3.80 109.5 0.0 D D
E = 2.1E+08 kN/m 2
I = 38747.0 cm 4 1 2 3 4 5 6 7 8
M = 422.0 kNm
x
E E
Maximum x (m) Atlas 300 Atlas 300 Bracing Strut For the purpose of this design, the
Hydraulic Units are measured at 2.00mtr
No. Profile Weight Each (kg) Qty(pcs) No. Profile Weight Each (kg) Qty(pcs) However the range of the Hydraulic
1 Hydraulic Unit 625 8 1 Hydraulic Unit 359 3 Unit is from 1.80mtr - 2.40mtr
Bending Moment (kNm) 104.0 1.89 2 0.5m extension 200 2 0.55m extension 98
1m extension
3
136
3
350
1m extension
3
Designer: Checking: Project Manager: Date: Drawing No: Rev:
4 1.5m extension 450 4 4 1.5m extension 172
Shear Force (kN) 109.5 3.80 5 2.5m extension 600 8 5 2.5m extension 246 Drawing’s Title:
End Plate Assembly
F 6 6m extension 1,200 8 6 7 6m extension 502 78 6 GROUND Project’s Title:
Deflection (mm) 1.9 1.90 SYSTEMS Company:
SUPPORT
1 2 3 4 5 6 Sheet 1 of 1
54
Fareham: 01329 82 80 82 Uckfield: 01825 74 40 52