Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ Phone: 01922 453038 www.hyperon-simulation-and-cad-services.co.uk

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 1

Simulation of Edwa_Doub_Hip_1_Sim Date: 03 August 2016 Designer: Lee Stokes Study name: Edwa_Doub_Hip_1_Sim Analysis type: Static

Table of Contents Description ............................................ 2

Assumptions .......................................... 8

Model Information ................................... 8

Study Properties ................................... 17

Units ................................................. 18

Material Properties ................................ 19

Loads and Fixtures................................. 22

Connector Definitions ............................. 23

Contact Information ............................... 55

Mesh information .................................. 61

Sensor Details ...................................... 62

Resultant Forces ................................... 63

Beams ................................................ 63

Study Results ....................................... 64

Conclusion .......................................... 70

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 2

Description This simulation study report investigates the structural integrity of an Edwardian Double-Hipped Roof design, an image of which is given above. The main design constraint is that the vertical deflection of the roof apex does not exceed 14mm. We are therefore primarily interested in the displacements and stresses under load of the JJI joists, which form the roof support joists. We consider the case for a snow loading of 0.8kN per metre squared and a roof loading of 920kg. We present any relevant calculations and simulation considerations, together with results and subsequent conclusions.

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 3

General Design Parameters

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 4

Calculations & Other Considerations

JJI 220 A+ Section and Material Properties

JJI joists consist of 2 softwood flanges connected via a 9mm thick Oriented Strand Board (OSB/3) web. A

cross-sectional view of JJI 220 A+, used in this simulation, is given below:

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 5

JJI 220 A+ Section and Material Properties

JJI joists consist of 2 softwood flanges connected via a 9mm thick Oriented Strand Board (OSB/3) web. A

cross-sectional view of JJI 220 A+, used in this simulation, is given below:

Some of its section and material properties are given below. Unless otherwise calculated, these properties

were taken from the James Jones & Sons Ltd company website:

4 5 435,370,142.67 3.537014267 10 (calculated)xI mm m

4 7 4820,934.67 8.2093467 10 (calculated)yI mm m

2 3 2Cross-Sectional Area 5,552 5.552 10 (calculated)mm m

1Mass per Metre Length 2.7kgm

93

3

407.4 10Density 486

5.552 10 1kgm

9 2407.4 10EI Nmm

92407.4 10

11,51835,370,142.67

E Nmm

6Shear Stiffness 1.086 10GA N

621.086 10

Shear Modulus 1965,552

G Nmm

OSB/3 Material Properties

2Tensile Strength ( ) : 6 10Nmm mm

Parallel to Span 9.9

Perpendicular to Span 7.2

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 6

2Compressive Strength ( ) : 6 10Nmm mm

Parallel to Span 15.9

Perpendicular to Span 12.9

Additional Pressure due to Roof Load

2In addition to a static snow loading of 0.8 there is a static pressure due to

to the 920 roof. Now,

kNm

kg

Total Area Supporting Roof Total Area of Upper Surfaces of JJI Joists

2 2

(99,834 12) (132,361 3) (34,164 4) (66,100 2) (66,735 2) 65,994

33,952 46,004 35,223 67,265 57,905 111,201 57,368 109,459

2,581,788 2.58mm m

Note that surface areas are taken from the SolidWorks model.

2920 9.81Additional Pressure 3,498

2.58Nm

2 2Total Pressure 800 3,498 4,298 4.298Nm kNm

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 7

Simulation Setup

The following details are incorporated into the simulation setup:

Bonded contact sets are present where the JJI Joists meet each other at the apex of the roof.

No penetration contact sets are present where the JJI Joists meet the Eaves Beams, a necessary requirement for the

simulation of the screw connectors.

Where the JJI Joists meet the Eaves Beams, 2 M4 x 80 counterbore screw connectors are set either side of the JJI

joists.

Any contacts not mentioned above are set as bonded.

Fixed geometry is applied on the lower surface of each Eaves Beam, in order to simulate the roof

and joist supporting stru

2

ctures.

Gravity is applied in order to take into account the self-weight of the structure.

A total pressure of 4298 is applied in order to simulate the roof and snow loadings.Nm

With the considerations above, the JJI joists move in a roller/slider fashion under load, restricted

by the screw connectors and bonded contacts.

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 8

Assumptions We assume that all loads are static and neglect any potential additional loadings such as that of wind.

Model Information

Model name: Edwa_Doub_Hip_1_Sim

Current Configuration: Default

Solid Bodies

Document Name and Reference

Treated As Volumetric Properties Document Path/Date

Modified

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 9

Cut-Extrude1

Solid Body

Mass:14.7958 kg Volume:0.043517 m^3

Density:340 kg/m^3 Weight:144.999 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\145x47_RS

_Part_1.SLDPRT Jul 06 08:55:24 2016

M4x0.7 Tapped Hole5

Solid Body

Mass:6.56123 kg Volume:0.0192977 m^3

Density:340 kg/m^3 Weight:64.3001 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\145x47_RS

_Part_2.SLDPRT Jul 06 08:57:01 2016

M4x0.7 Tapped Hole2

Solid Body

Mass:2.24743 kg Volume:0.00661009 m^3

Density:340 kg/m^3 Weight:22.0248 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\145x47_RS

_Part_3.SLDPRT Jul 06 08:58:27 2016

Cut-Extrude1

Solid Body

Mass:13.2226 kg Volume:0.0388901 m^3

Density:340 kg/m^3 Weight:129.582 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\145x47_RS

_Part_4.SLDPRT Jul 06 09:42:49 2016

M4x0.7 Tapped Hole6

Solid Body

Mass:8.16649 kg Volume:0.0240191 m^3

Density:340 kg/m^3 Weight:80.0316 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\145x47_RS

_Part_5.SLDPRT Jul 06 09:41:08 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 10

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 11

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 12

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Cut-Extrude2

Solid Body

Mass:5.60772 kg Volume:0.0115385 m^3

Density:486 kg/m^3 Weight:54.9556 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_1.SLDPRT Jun 28 14:58:37 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.80179 kg Volume:0.00370738 m^3

Density:486 kg/m^3 Weight:17.6575 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_10.SLDPRT Jun 28 12:22:40 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.6895 kg Volume:0.00759155 m^3

Density:486 kg/m^3 Weight:36.1571 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_11.SLDPRT Jun 28 12:22:40 2016

Ø4.0mm Clearance Dowel Hole2

Solid Body

Mass:7.44547 kg Volume:0.0153199 m^3

Density:486 kg/m^3 Weight:72.9656 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_12.SLDPRT Jun 28 12:04:10 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 13

Ø4.0mm Clearance Dowel Hole2

Solid Body

Mass:6.27894 kg Volume:0.0129196 m^3

Density:486 kg/m^3 Weight:61.5336 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_13.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole2

Solid Body

Mass:6.18547 kg Volume:0.0127273 m^3

Density:486 kg/m^3 Weight:60.6176 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_14.SLDPRT Jun 28 12:08:54 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.78951 kg Volume:0.00368211 m^3

Density:486 kg/m^3 Weight:17.5372 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_15.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.86317 kg Volume:0.00383369 m^3

Density:486 kg/m^3 Weight:18.2591 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_16.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.64652 kg Volume:0.00750313 m^3

Density:486 kg/m^3 Weight:35.7359 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_17.SLDPRT Jun 28 12:04:10 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 14

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.72019 kg Volume:0.00765471 m^3

Density:486 kg/m^3 Weight:36.4579 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_18.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.17774 kg Volume:0.00653855 m^3

Density:486 kg/m^3 Weight:31.1418 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_19.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole2

Solid Body

Mass:7.44547 kg Volume:0.0153199 m^3

Density:486 kg/m^3 Weight:72.9656 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_2.SLDPRT Jun 28 12:31:36 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.16115 kg Volume:0.00650442 m^3

Density:486 kg/m^3 Weight:30.9793 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_20.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:2.48802 kg Volume:0.00511938 m^3

Density:486 kg/m^3 Weight:24.3826 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_21.SLDPRT Jun 28 12:08:54 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 15

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.80179 kg Volume:0.00370738 m^3

Density:486 kg/m^3 Weight:17.6575 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_3.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.6895 kg Volume:0.00759155 m^3

Density:486 kg/m^3 Weight:36.1571 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_4.SLDPRT Jun 28 12:04:10 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.80179 kg Volume:0.00370738 m^3

Density:486 kg/m^3 Weight:17.6575 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_5.SLDPRT Jun 28 12:31:36 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.65266 kg Volume:0.00751577 m^3

Density:486 kg/m^3 Weight:35.7961 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_6.SLDPRT Jun 28 12:31:36 2016

Ø4.0mm Clearance Dowel Hole2

Solid Body

Mass:7.44547 kg Volume:0.0153199 m^3

Density:486 kg/m^3 Weight:72.9656 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_7.SLDPRT Jun 28 12:27:39 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 16

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:1.80179 kg Volume:0.00370738 m^3

Density:486 kg/m^3 Weight:17.6575 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_8.SLDPRT Jun 28 12:27:39 2016

Ø4.0mm Clearance Dowel Hole1

Solid Body

Mass:3.65266 kg Volume:0.00751577 m^3

Density:486 kg/m^3 Weight:35.7961 N

C:\Business Paraphernalia\Timberlite

Ltd\Design 2\Simulations\JJI_220_Pa

rt_9.SLDPRT Jun 28 12:27:39 2016

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 17

Study Properties Study name Edwa_Doub_Hip_1_Sim

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

Include fluid pressure effects from SOLIDWORKS Flow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Friction Off

Use Adaptive Method: Off

Result folder SOLIDWORKS document (C:\Business Paraphernalia\Timberlite Ltd\Design 2\Simulations)

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 18

Units Unit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 19

Material Properties

Model Reference Properties Components

Name: Pine Model type: Linear Elastic Isotropic

Default failure criterion:

Unknown

Elastic modulus: 1e+010 N/m^2 Poisson's ratio: 0.3

Mass density: 340 kg/m^3

SolidBody 1(Cut-Extrude1)(145x47_RS_Part_1-1), SolidBody 1(M4x0.7 Tapped Hole5)(145x47_RS_Part_2-1), SolidBody 1(M4x0.7 Tapped Hole2)(145x47_RS_Part_3-1), SolidBody 1(Cut-Extrude1)(145x47_RS_Part_4-1), SolidBody 1(M4x0.7 Tapped Hole6)(145x47_RS_Part_5-1)

Curve Data:N/A

Name: JJI 220 A+ Model type: Linear Elastic Isotropic

Default failure criterion:

Unknown

Yield strength: 7.2e+006 N/m^2 Tensile strength: 7.2e+006 N/m^2

Compressive strength:

1.29e+007 N/m^2

Elastic modulus: 1.1518e+010 N/m^2 Poisson's ratio: 0.28

Mass density: 486 kg/m^3 Shear modulus: 1.96e+008 N/m^2

SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-1), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-10), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-11), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-12), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-2), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-3), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-4), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-5), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-6), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-7), SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-8),

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 20

SolidBody 1(Cut-Extrude2)(JJI_220_Part_1-9), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_10-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_11-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole2)(JJI_220_Part_12-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole2)(JJI_220_Part_13-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole2)(JJI_220_Part_14-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_15-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_16-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_17-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_18-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_19-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole2)(JJI_220_Part_2-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_20-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_21-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_3-1), SolidBody 1(Ø4.0mm

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 21

Clearance Dowel Hole1)(JJI_220_Part_4-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_5-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_6-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole2)(JJI_220_Part_7-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_8-1), SolidBody 1(Ø4.0mm Clearance Dowel Hole1)(JJI_220_Part_9-1)

Curve Data:N/A

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 22

Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixed-1

Entities: 5 face(s) Type: Fixed Geometry

Resultant Forces Components X Y Z Resultant

Reaction force(N) -0.00878906 12948.8 0.000839233 12948.8

Reaction Moment(N.m) 0 0 0 0

Load name Load Image Load Details

Gravity-1

Reference: Top Plane Values: 0 0 -9.81

Units: SI

Pressure-1

Entities: 32 face(s) Reference: Edge< 1 >

Type: Along Edge Value: 4298 Units: N/m^2

Phase Angle: 0 Units: deg

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 23

Connector Definitions Pin/Bolt/Bearing Connector

Model Reference Connector Details Strength Details

Counterbore Screw-1

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31234 0 31234

Shear Force (N) 5.5129 0 10.29 11.674

Bending moment (N.m) -0.42924 0 0.079543 0.43654

Counterbore Screw-2

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31229 0 31229

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 24

Shear Force (N) -12.199 0 0.30043 12.202

Bending moment (N.m) -0.026591 0 -0.64742 0.64797

Counterbore Screw-3

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31227 0 31227

Shear Force (N) 23.907 0 -1.6517 23.964

Bending moment (N.m) 0.11014 0 0.57794 0.58834

Counterbore Screw-4

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31226 0 31226

Shear Force (N) 22.858 0 2.7952 23.028

Bending moment (N.m) -0.076919 0 0.53095 0.5365

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 25

Counterbore Screw-5

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31215 0 31215

Shear Force (N) 98.338 0 -18.026 99.976

Bending moment (N.m) 0.59497 0 2.6257 2.6923

Counterbore Screw-6

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31211 0 31211

Shear Force (N) 96.028 0 18.646 97.822

Bending moment (N.m) -0.78612 0 2.5256 2.6452

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 26

Counterbore Screw-7

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31214 0 31214

Shear Force (N) 31.449 0 -18.27 36.371

Bending moment (N.m) 0.63364 0 0.56088 0.84622

Counterbore Screw-8

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31227 0 31227

Shear Force (N) 59.966 0 18.409 62.729

Bending moment (N.m) -0.74535 0 1.6289 1.7913

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 27

Counterbore Screw-9

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31221 0 31221

Shear Force (N) 54.306 0 -3.9446 54.449

Bending moment (N.m) 0.081023 0 1.4038 1.4061

Counterbore Screw-10

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31215 0 31215

Shear Force (N) 46.858 0 3.8222 47.014

Bending moment (N.m) -0.22086 0 1.1239 1.1454

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 28

Counterbore Screw-11

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31225 0 31225

Shear Force (N) 59.043 0 -7.9556 59.576

Bending moment (N.m) 0.3964 0 1.5358 1.5861

Counterbore Screw-12

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31213 0 31213

Shear Force (N) 46.518 0 7.8837 47.181

Bending moment (N.m) -0.20494 0 1.066 1.0855

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 29

Counterbore Screw-13

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31226 0 31226

Shear Force (N) 63.803 0 -6.7664 64.161

Bending moment (N.m) 0.25102 0 1.7989 1.8163

Counterbore Screw-14

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31220 0 31220

Shear Force (N) 47.571 0 6.6681 48.036

Bending moment (N.m) -0.26302 0 1.1842 1.2131

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 30

Counterbore Screw-15

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31208 0 31208

Shear Force (N) 71.474 0 3.3684 71.554

Bending moment (N.m) -0.19975 0 1.8312 1.8421

Counterbore Screw-16

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31222 0 31222

Shear Force (N) 87.278 0 -3.3521 87.342

Bending moment (N.m) 0.048495 0 2.4412 2.4417

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 31

Counterbore Screw-17

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31226 0 31226

Shear Force (N) 33.65 0 -24.094 41.386

Bending moment (N.m) 0.92468 0 0.90918 1.2968

Counterbore Screw-18

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31221 0 31221

Shear Force (N) 25.691 0 19.324 32.147

Bending moment (N.m) -0.84372 0 0.57776 1.0226

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 32

Counterbore Screw-19

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31234 0 31234

Shear Force (N) -2.6062 0 -5.7398 6.3037

Bending moment (N.m) 0.17702 0 -0.22756 0.28831

Counterbore Screw-20

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31228 0 31228

Shear Force (N) 10.048 0 -6.1427 11.777

Bending moment (N.m) 0.19597 0 0.28325 0.34444

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 33

Counterbore Screw-21

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31256 0 31256

Shear Force (N) -15.176 0 32.033 35.447

Bending moment (N.m) -1.4272 0 -0.60081 1.5485

Counterbore Screw-22

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31253 0 31253

Shear Force (N) -9.545 0 -3.5821 10.195

Bending moment (N.m) 0.016604 0 -0.36909 0.36946

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 34

Counterbore Screw-23

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31230 0 31230

Shear Force (N) -2.7885 0 7.9605 8.4348

Bending moment (N.m) -0.47265 0 -0.10404 0.48396

Counterbore Screw-24

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31228 0 31228

Shear Force (N) 1.2757 0 -1.0916 1.679

Bending moment (N.m) -0.12318 0 0.057287 0.13585

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 35

Counterbore Screw-25

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31231 0 31231

Shear Force (N) 3.7521 0 -11.975 12.549

Bending moment (N.m) 0.28675 0 0.19194 0.34506

Counterbore Screw-26

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31220 0 31220

Shear Force (N) -5.6024 0 -7.265 9.1743

Bending moment (N.m) 0.10257 0 -0.16232 0.19201

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 36

Counterbore Screw-27

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31222 0 31222

Shear Force (N) 12.846 0 2.7675 13.141

Bending moment (N.m) -0.14536 0 0.45165 0.47446

Counterbore Screw-28

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31220 0 31220

Shear Force (N) -10.349 0 13.419 16.947

Bending moment (N.m) -0.55191 0 -0.45295 0.71398

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 37

Counterbore Screw-29

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31249 0 31249

Shear Force (N) 0.36095 0 -6.0283 6.0391

Bending moment (N.m) 0.19507 0 -0.12925 0.234

Counterbore Screw-30

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31232 0 31232

Shear Force (N) 6.6197 0 21.178 22.188

Bending moment (N.m) -0.90735 0 0.13746 0.9177

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 38

Counterbore Screw-31

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31229 0 31229

Shear Force (N) 1.3425 0 -8.9285 9.0288

Bending moment (N.m) 0.3491 0 0.08327 0.35889

Counterbore Screw-32

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31226 0 31226

Shear Force (N) 2.8447 0 10.305 10.691

Bending moment (N.m) -0.43174 0 0.13472 0.45227

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 39

Counterbore Screw-33

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31243 0 31243

Shear Force (N) -22.854 0 -15.688 27.72

Bending moment (N.m) 0.51117 0 -0.79938 0.94884

Counterbore Screw-34

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31256 0 31256

Shear Force (N) -20.641 0 -15.276 25.679

Bending moment (N.m) 0.49239 0 -0.69648 0.85296

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 40

Counterbore Screw-35

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31221 0 31221

Shear Force (N) -14.192 0 -1.8356 14.31

Bending moment (N.m) -0.038178 0 -0.27245 0.27511

Counterbore Screw-36

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31227 0 31227

Shear Force (N) -22.981 0 -0.71034 22.992

Bending moment (N.m) -0.08133 0 -0.61525 0.6206

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 41

Counterbore Screw-37

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31217 0 31217

Shear Force (N) -77.277 0 -19.043 79.589

Bending moment (N.m) 0.71806 0 -1.9802 2.1063

Counterbore Screw-38

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31213 0 31213

Shear Force (N) -88.784 0 19.79 90.962

Bending moment (N.m) -0.70213 0 -2.2938 2.3988

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 42

Counterbore Screw-39

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31218 0 31218

Shear Force (N) -47.841 0 -3.9395 48.003

Bending moment (N.m) 0.18288 0 -1.1245 1.1393

Counterbore Screw-40

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31212 0 31212

Shear Force (N) -43.575 0 3.8002 43.74

Bending moment (N.m) -0.11473 0 -0.98079 0.98748

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 43

Counterbore Screw-41

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31212 0 31212

Shear Force (N) -39.183 0 -1.2602 39.204

Bending moment (N.m) 0.09273 0 -0.83158 0.83673

Counterbore Screw-42

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31225 0 31225

Shear Force (N) -61.981 0 1.3826 61.996

Bending moment (N.m) -0.013781 0 -1.663 1.663

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 44

Counterbore Screw-43

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31220 0 31220

Shear Force (N) -50.243 0 -5.0611 50.497

Bending moment (N.m) 0.093834 0 -1.3157 1.319

Counterbore Screw-44

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31222 0 31222

Shear Force (N) -55.318 0 5.133 55.555

Bending moment (N.m) -0.2858 0 -1.5005 1.5275

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 45

Counterbore Screw-45

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31220 0 31220

Shear Force (N) -51.608 0 2.7585 51.682

Bending moment (N.m) -0.10635 0 -1.3095 1.3139

Counterbore Screw-46

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31221 0 31221

Shear Force (N) -59.766 0 -2.6602 59.825

Bending moment (N.m) 0.080134 0 -1.6057 1.6077

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 46

Counterbore Screw-47

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31204 0 31204

Shear Force (N) -82.736 0 -17.975 84.666

Bending moment (N.m) 0.57078 0 -2.1115 2.1873

Counterbore Screw-48

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31224 0 31224

Shear Force (N) -89.679 0 17.912 91.451

Bending moment (N.m) -0.74136 0 -2.2756 2.3933

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 47

Counterbore Screw-49

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31232 0 31232

Shear Force (N) 7.6134 0 -4.1405 8.6665

Bending moment (N.m) 0.16875 0 0.44905 0.47971

Counterbore Screw-50

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31232 0 31232

Shear Force (N) -0.43827 0 5.3412 5.3591

Bending moment (N.m) -0.21316 0 0.11992 0.24458

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 48

Counterbore Screw-51

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31251 0 31251

Shear Force (N) 3.1676 0 -0.15247 3.1713

Bending moment (N.m) -0.026194 0 0.18966 0.19146

Counterbore Screw-52

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31253 0 31253

Shear Force (N) -1.929 0 5.3166 5.6557

Bending moment (N.m) -0.23554 0 -0.011376 0.23582

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 49

Counterbore Screw-53

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31237 0 31237

Shear Force (N) 4.2196 0 1.1125 4.3638

Bending moment (N.m) 0.0061176 0 0.20299 0.20308

Counterbore Screw-54

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31230 0 31230

Shear Force (N) -8.2837 0 -11.062 13.82

Bending moment (N.m) 0.49692 0 -0.30763 0.58443

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 50

Counterbore Screw-55

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31233 0 31233

Shear Force (N) 5.4255 0 5.1031 7.4483

Bending moment (N.m) -0.093686 0 0.21995 0.23907

Counterbore Screw-56

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31231 0 31231

Shear Force (N) -4.4371 0 -8.5049 9.5927

Bending moment (N.m) 0.45798 0 -0.18181 0.49275

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 51

Counterbore Screw-57

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31224 0 31224

Shear Force (N) -12.692 0 -5.6918 13.91

Bending moment (N.m) 0.32762 0 -0.71898 0.7901

Counterbore Screw-58

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31230 0 31230

Shear Force (N) 9.5035 0 2.8895 9.9331

Bending moment (N.m) -0.030608 0 0.19257 0.19499

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 52

Counterbore Screw-59

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31231 0 31231

Shear Force (N) 8.0804 0 6.4432 10.335

Bending moment (N.m) -0.25204 0 0.33735 0.4211

Counterbore Screw-60

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31238 0 31238

Shear Force (N) -4.2567 0 1.7286 4.5943

Bending moment (N.m) -0.063632 0 -0.16552 0.17733

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 53

Counterbore Screw-61

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31253 0 31253

Shear Force (N) -2.4376 0 -1.1483 2.6945

Bending moment (N.m) 0.11974 0 -0.024696 0.12226

Counterbore Screw-62

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31253 0 31253

Shear Force (N) 1.4699 0 -11.212 11.308

Bending moment (N.m) 0.53258 0 0.11957 0.54583

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 54

Counterbore Screw-63

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31227 0 31227

Shear Force (N) -12.381 0 9.4147 15.554

Bending moment (N.m) -0.34304 0 -0.084343 0.35326

Counterbore Screw-64

Entities: 1 edge(s), 1 face(s)

Type: Bolt(Head/Nut diameter)(Counterbore screw)

Head diameter: 6 mm Nominal shank

diameter: 4

Preload (Torque): 30 Young's modulus: 2.1e+011

Poisson's ratio: 0.28 Preload units: N.m

No Data

Connector Forces Type X-Component Y-Component Z-Component Resultant

Axial Force (N) 0 31226 0 31226

Shear Force (N) -19.04 0 -7.1247 20.33

Bending moment (N.m) 0.3213 0 -0.36469 0.48603

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 55

Contact Information

Contact Contact Image Contact Properties

Contact Set-1

Type: No Penetration contact pair

Entites: 37 face(s) Advanced: Node to

surface

Contact/Friction force

Components X Y Z Resultant

Contact Force(N) 0 6.8553E-009 0 6.8553E-009

Contact Set-2

Type: Bonded contact pair

Entites: 2 face(s)

Contact Set-4

Type: Bonded contact pair

Entites: 2 face(s)

Contact/Friction force

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 56

Components X Y Z Resultant

Contact Force(N) 0 5595 0 5595

Contact Set-5

Type: Bonded contact pair

Entites: 2 face(s)

Contact Set-6

Type: Bonded contact pair

Entites: 2 face(s)

Contact Set-7

Type: Bonded contact pair

Entites: 3 face(s)

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 57

Contact Set-8

Type: Bonded contact pair

Entites: 2 face(s)

Contact/Friction force

Components X Y Z Resultant

Contact Force(N) 0 6132 0 6132

Contact Set-9

Type: Bonded contact pair

Entites: 3 face(s)

Contact/Friction force

Components X Y Z Resultant

Contact Force(N) 0 6257.7 0 6257.7

Contact Set-11

Type: Bonded contact pair

Entites: 3 face(s)

Contact/Friction force

Components X Y Z Resultant

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 58

Contact Force(N) 0 5149.8 0 5149.8

Contact Set-12

Type: Bonded contact pair

Entites: 3 face(s)

Contact Set-13

Type: Bonded contact pair

Entites: 3 face(s)

Contact Set-14

Type: Bonded contact pair

Entites: 3 face(s)

Contact/Friction force

Components X Y Z Resultant

Contact Force(N) 0 7569.1 0 7569.1

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 59

Contact Set-15

Type: Bonded contact pair

Entites: 3 face(s)

Contact/Friction force

Components X Y Z Resultant

Contact Force(N) 0 8308.1 0 8308.1

Contact Set-17

Type: Bonded contact pair

Entites: 2 face(s)

Contact Set-18

Type: Bonded contact pair

Entites: 2 face(s)

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 60

Global Contact

Type: Bonded Components: 1 component(s)

Options: Incompatible mesh

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 61

Mesh information Mesh type Solid Mesh

Mesher Used: Curvature based mesh

Jacobian points 4 Points

Maximum element size 253.62 mm

Minimum element size 50.7239 mm

Mesh Quality High

Remesh failed parts with incompatible mesh On

Mesh information - Details

Total Nodes 59533

Total Elements 31793

Maximum Aspect Ratio 280.03

% of elements with Aspect Ratio < 3 21.7

% of elements with Aspect Ratio > 10 33.6

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:04

Computer name: LEESTOKES-PW

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 62

Sensor Details No Data

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 63

Resultant Forces

Reaction forces

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model N -0.00878906 12948.8 0.000839233 12948.8

Reaction Moments

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model N.m 0 0 0 0

Beams No Data

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 64

Study Results

Name Type Min Max

Stress1 VON: von Mises Stress 39.0915 N/m^2 Node: 12820

8.85777e+008 N/m^2 Node: 40245

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Stress-Stress1

Name Type Min Max

Displacement1 URES: Resultant Displacement 0 mm Node: 5

1.33165 mm Node: 14471

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 65

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Displacement-Displacement1

Name Type Min Max

Strain1 ESTRN: Equivalent Strain 3.11035e-009 Element: 7075

0.0471601 Element: 17618

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 66

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Strain-Strain1

Name Type Min Max

Displacement2 UX: X Displacement -0.574631 mm Node: 19292

0.697763 mm Node: 14729

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 67

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Displacement-Displacement2

Name Type Min Max

Displacement3 UY: Y Displacement -1.1785 mm Node: 28124

0.106168 mm Node: 28117

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 68

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Displacement-Displacement3

Name Type Min Max

Displacement4 UZ: Z Displacement -0.563093 mm Node: 19039

0.635255 mm Node: 28129

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 69

Edwa_Doub_Hip_1_Sim-Edwa_Doub_Hip_1_Sim-Displacement-Displacement4

Hyperon Simulation & CAD Services Ltd 9 Hatherton Place, Aldridge, Walsall, West Midlands, WS9 8AZ

Lee Stokes 03/08/2016

Analyzed with SOLIDWORKS Simulation Simulation of Edwa_Doub_Hip_1_Sim 70

Relevant Tabulated Results

Maximum Value At Apex Of JJI 220 A+ Joists

von Mises Stress/MPa Strain URES/mm UX/mm UY/mm UZ/mm

0.69 4.6 e-5 1.3 8.0 e-2 1.2 0.64

Conclusion We see from the table above that the maximum value of von Mises stress at the apex of the JJI 220 A+ joists falls well below the tensile and compressive strengths of the OSB/3 web, which are 7.2MPa and 12.9 MPa respectively. Also, the maximum displacements at the apex of the roof fall well below the allowable 14mm criterion for the design. Consequently, this design should easily be fit for purpose, at least within the confines of the findings of this report.