7/30/2019 Sample-Output Round Pad 20130305m

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Company: XYZ Engineers 2012 Techno Consultants

Address: Portland Street RoundPadPad20130305

Manchester Non-registered copy

Tel : 0161 907 3500 Made by Date Page No

Project: Gas Condensate Tank Replacement, Hull S Khan 5 Mar 13

Client: Chemicals, Hull Checked Job No Revision

Element: Pad 123-127 Grid Line B - Load Case 301 798182

Stresses Beneath Pads Under Eccentric Loads, Shears and Moments Pad Data Store No: 1001

Title: 3- Pad 123-127 Grid L ine B - Load Case 301

Stress Variation Type:1002 Pad Weight & its cg Location Analysis Units:

Radius R,mThickness T, m Wt kN/m3 Sw, kN Cx, m Cz, m Force: kN

2 1 24 301.593 1 1 Length: m

Load Load Type Magnitudes of Applied Loads Load Edge Positions & LevelNo 1 to 9 Fx, kN Fy, kN(/m2) Fz, kN Mx, kNm Mz, kNm x-Left,m z-Top,m x-Right,m z-Bot,m y-Level,m

1 1 300 2.28 2.56 12 2 10 10 10 1.5 1.5 1.8 1.93 3 10 10 10 2 2 3 2.64 4 12 1000 40 50 60 2.9 2.9 3.3 3.4

56

7891011

20.418 684.153 30.726 238.584 308.782

Resultant Vertical Load & Eccentricities from Pad Centroid

RFy ex - axial ez - axial exz exz/R Mxz985.746 0.313 0.242 0.3959 0.1979 390.2159

Resultant Lateral Shears & Eccentricit ies from Pad Centroid

RFx ez'- shear RFz ex'- shear RFxz exz'- shear

20.418 0.190 30.726 0.592 36.892 0.598

Induced Pressures

Max Stress Min Stress

140.55 16.34

Overturning Factor Using Resultant Eccentricity exz= 5.0523

Pressure Calculation Parameters

Angle Comp.Area, m2 Full Area,m2 Modulus Z N.A. Length NA Depth

3.141593 12.5663706 12.566 0.687 0.000 4.526

Loss of contact in compression: 0.00%

Linear: No-tension

LOAD TYPES

Type 1 =Point Load Type 2 =UDL TotalType 3 to 9=UDL Per Unit Area

Type 4

Type

7

Type

9

Type

6

Type 5

Type 8

Type 2 & 3

Origin

XAxis

ZAxis

Sign Convention:x, y, z, Cx and Cz are values from a point at lower-top-left ofthe Circular Pad.All positive Axial and Moment reactions cause Compressionat

Top-Right corner of the pad. Acting on to the foundationbase:

Mx & Mz moments are +ve clockwise, when viewedlooking into the origin.

Fx is +ve Left (opposite to x-direction)Fz is +ve upwards (opposite to z-direction)Fy is +ve acting down (opposite to y-direction)

The calculated eccentricities ex & ez of the resultant RFy arerelative to centroid of the pad at x=R and r=R. +ex is towardsright and +ez is towards bottom.

Linear:TensionAllowedPressureAnalysis

MaxStress=140.548

MinStress=16.338

File: Round_Pad_20130305-1 Tab: Round-Pad Date Printed: 05/03/2013

7/30/2019 Sample-Output Round Pad 20130305m

2/3

Company: XYZ Engineers 2012 Techno Consultants

Address: Portland Street RoundPadPad20130305

Manchester Non-registered copy

Tel : 0161 907 3500 Made by Date Page No

Project: Gas Condensate Tank Replacement, Hull S Khan 5 Mar 13

Client: Chemicals, Hull Checked Job No Revision

Element: Pad 123-127 Grid Line B - Load Case 301 798182

Stresses Beneath Pads Under Eccentric Loads, Shears and Moments Pad Data Store No: 1002

Title: 3- Pad 123-127 Grid L ine B - Load Case 301

Stress Variation Type:

1002 Pad Weight & its cg Location Analysis Units:Radius R,mThickness T, m Wt kN/m3 Sw, kN Cx, m Cz, m Force: kN

2 1 24 301.593 1 1 Length: m

Load Load Type Magnitudes of Applied Loads Load Edge Positions & LevelNo 1 to 9 Fx, kN Fy, kN(/m2) Fz, kN Mx, kNm Mz, kNm x-Left,m z-Top,m x-Right,m z-Bot,m y-Level,m

1 1 300 2.28 2.56 12 2 10 10 10 1.5 1.5 1.8 1.93 3 10 10 10 2 2 3 2.64 4 12 1000 40 50 60 2.9 2.9 3.3 3.4

56

7891011

20.418 684.153 30.726 238.584 308.782

Resultant Vertical Load & Eccentricities from Pad Centroid

RFy ex - axial ez - axial exz exz/R Mxz985.746 0.313 0.242 0.3959 0.1979 390.2159

Resultant Lateral Shears & Eccentricit ies from Pad Centroid

RFx ez'- shear RFz ex'- shear RFxz exz'- shear

20.418 0.190 30.726 0.592 36.892 0.598

Induced Pressures

Max Stress Min Stress

140.55 16.34

Overturning Factor Using Resultant Eccentricity exz= 5.0523

Pressure Calculation Parameters

Angle Comp.Area, m2 Full Area,m2 Modulus Z N.A. Length NA Depth

3.141593 12.5663706 12.566 0.687 0.000 4.526

Loss of contact in compression: 0.00%

Linear: Tension Allowed

LOAD TYPES

Type 1 =Point Load Type 2 =UDL TotalType 3 to 9=UDL Per Unit Area

Type 4

Type

7

Type

9

Type

6

Type 5

Type 8

Type 2 & 3

Origin

XAxis

ZAxis

Sign Convention:x, y, z, Cx and Cz are values from a point at lower-top-left ofthe Circular Pad.All positive Axial and Moment reactions cause Compressionat

Top-Right corner of the pad. Acting on to the foundationbase:

Mx & Mz moments are +ve clockwise, when viewedlooking into the origin.

Fx is +ve Left (opposite to x-direction)Fz is +ve upwards (opposite to z-direction)Fy is +ve acting down (opposite to y-direction)

The calculated eccentricities ex & ez of the resultant RFy arerelative to centroid of the pad at x=R and r=R. +ex is towardsright and +ez is towards bottom.

Linear:TensionAllowedPressureAnalysis

MaxStress=140.548

MinStress=16.338

File: Round_Pad_20130305-1 Tab: Round-Pad Date Printed: 05/03/2013

7/30/2019 Sample-Output Round Pad 20130305m

3/3

Company: XYZ Engineers 2012 Techno Consultants

Address: Portland Street RoundPadPad20130305

Manchester Non-registered copy

Tel : 0161 907 3500 Made by Date Page No

Project: Gas Condensate Tank Replacement, Hull S Khan 5 Mar 13

Client: Chemicals, Hull Checked Job No Revision

Element: Pad 123-127 Grid Line B - Load Case 301 798182

Stresses Beneath Pads Under Eccentric Loads, Shears and Moments Pad Data Store No: 1003

Title: 3- Pad 123-127 Grid L ine B - Load Case 301

Stress Variation Type:

1002 Pad Weight & its cg Location Analysis Units:Radius R,mThickness T, m Wt kN/m3 Sw, kN Cx, m Cz, m Force: kN

2 1 24 301.593 1 1 Length: m

Load Load Type Magnitudes of Applied Loads Load Edge Positions & LevelNo 1 to 9 Fx, kN Fy, kN(/m2) Fz, kN Mx, kNm Mz, kNm x-Left,m z-Top,m x-Right,m z-Bot,m y-Level,m

1 1 300 2.28 2.56 12 2 10 10 10 1.5 1.5 1.8 1.93 3 10 10 10 2 2 3 2.64 4 12 1000 40 50 60 2.9 2.9 3.3 3.4

56

7891011

20.418 684.153 30.726 238.584 308.782

Resultant Vertical Load & Eccentricities from Pad Centroid

RFy ex - axial ez - axial exz exz/R Mxz985.746 0.313 0.242 0.3959 0.1979 390.2159

Resultant Lateral Shears & Eccentricit ies from Pad Centroid

RFx ez'- shear RFz ex'- shear RFxz exz'- shear

20.418 0.190 30.726 0.592 36.892 0.598

Induced Pressures

Max Stress Min Stress

101.54 101.54

Overturning Factor Using Resultant Eccentricity exz= 5.0523

Pressure Calculation Parameters

Angle Comp.Area, m2 Full Area,m2 Modulus Z N.A. Length NA Depth

2.02977 9.7077959 12.566 0.687 3.586 2.886

Loss of contact in compression: 22.75%

Uniform: No-tension

LOAD TYPES

Type 1 =Point Load Type 2 =UDL TotalType 3 to 9=UDL Per Unit Area

Type 4

Type

7

Type

9

Type

6

Type 5

Type 8

Type 2 & 3

Origin

XAxis

ZAxis

Sign Convention:x, y, z, Cx and Cz are values from a point at lower-top-left ofthe Circular Pad.All positive Axial and Moment reactions cause Compressionat

Top-Right corner of the pad. Acting on to the foundationbase:

Mx & Mz moments are +ve clockwise, when viewedlooking into the origin.

Fx is +ve Left (opposite to x-direction)Fz is +ve upwards (opposite to z-direction)Fy is +ve acting down (opposite to y-direction)

The calculated eccentricities ex & ez of the resultant RFy arerelative to centroid of the pad at x=R and r=R. +ex is towardsright and +ez is towards bottom.

Uniform:NoTensionPressureAnalysis

MaxStress=101.542

MinStress=101.542

File: Round_Pad_20130305-1 Tab: Round-Pad Date Printed: 05/03/2013