Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 1

1. Measurement of light frames (LSF)

Types of steel

Steel type Yield Stress (MPa) Breaking stress (MPa)

S275 275 430

Rectangular frame PR-S9

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H2 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H3 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H4 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

V1 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

V2 3 S275 CF 100.45.1,5 1819,5 4,29 12,87

V3 3 S275 CF 100.45.1,5 597,0 1,41 4,23

V4 4 S275 CF 100.45.1,5 2997,0 7,07 28,28

D1 1 S275 CF 100.45.1,5 1879,2 4,43 4,43

D2 1 S275 CF 100.45.1,5 834,7 1,97 1,97

D3 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 113,09

Number of frame screws: 84

Graph. Rectangular frame PR-S9

0 623

1223

1823

2423

3023

3623

4223

4800

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1800

2423

3000

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H2

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V1 V1

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V2

V3

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V3 V4 V4 V4 V4

D1

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D3

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 2

Location map. Rectangular frame PR-S9

Plan viewLevel height 0

Front elevation viewPlane XY-00050

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

PR-S9-6

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PR-S9-12

PR-S9-13

PR-S9-14

PR-S9-15

PR-S9-16

PR-S9-17

PR-S9-18

PR-S9

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 3

Rectangular frame PR-S9-1

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 645,0 1,52 1,52

H2 1 S275 CF 100.45.1,5 600,0 1,42 1,42

H3 1 S275 CF 100.45.1,5 645,0 1,52 1,52

H4 1 S275 CF 100.45.1,5 600,0 1,42 1,42

H5 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H6 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H7 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

V1 2 S275 CF 100.45.1,5 2895,5 6,83 13,66

V2 3 S275 CF 100.45.1,5 495,5 1,17 3,51

V3 2 S275 CF 100.45.1,5 495,5 1,17 2,34

V4 2 S275 CF 100.45.1,5 2895,5 6,83 13,66

D1 2 S275 CF 100.45.1,5 1333,9 3,15 6,30

D2 2 S275 CF 100.45.1,5 1316,9 3,11 6,22

D3 7 S275 CF 100.45.1,5 711,2 1,68 11,76

D4 1 S275 CF 100.45.1,5 678,4 1,60 1,60

C1 1 S275 CF_2C 100.45.1,5 4800,0 22,61 22,61

Total S275 CF 100.45.1,5 98,92

Total S275 CF_2C 100.45.1,5 22,61

Number of frame screws: 100

Graph. Rectangular frame PR-S9-1

0 623

1223

1823

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1223

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2876

2949

3000

H1 H2

H3 H4

H5

H6

H7

V1 V1 V2 V2 V2 V3 V3 V4 V4

D1 D2

D1 D2

D3 D3 D3 D3 D3 D3 D3 D4

C1

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 4

Location map. Rectangular frame PR-S9-1

Plan viewLevel height 0

Front elevation viewPlane XY-00050

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

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PR-S9-15

PR-S9-16

PR-S9-17

PR-S9-18

PR-S9-1

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 5

Rectangular frame PR-S9-10

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H2 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H3 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H4 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

V1 5 S275 CF 100.45.1,5 2997,0 7,07 35,35

V2 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

D1 2 S275 CF 100.45.1,5 1333,9 3,15 6,30

D2 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 88,80

Number of frame screws: 68

Graph. Rectangular frame PR-S9-10

0 623

1223

1823

2423

3023

3300

0

1223

2423

3000

H1

H2

H3

H4

V1 V1 V1 V1 V1 V2 V2

D1

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D2

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 6

Location map. Rectangular frame PR-S9-10

Plan viewLevel height 0

Front elevation viewPlane XY-03150

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

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PR-S9-10

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 7

Rectangular frame PR-S9-13

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H2 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H3 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H4 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

V1 5 S275 CF 100.45.1,5 2997,0 7,07 35,35

V2 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

D1 2 S275 CF 100.45.1,5 1333,9 3,15 6,30

D2 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 86,92

Number of frame screws: 68

Graph. Rectangular frame PR-S9-13

0 623

1223

1823

2423

3023

3100

0

1223

2423

3000

H1

H2

H3

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V1 V1 V1 V1 V1 V2 V2

D1

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D2

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 8

Location map. Rectangular frame PR-S9-13

Plan viewLevel height 0

Front elevation viewPlane ZY-00050

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

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PR-S9-16

PR-S9-17

PR-S9-18

PR-S9-13

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 9

Rectangular frame PR-S9-14

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H2 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H3 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H4 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

V1 5 S275 CF 100.45.1,5 3197,0 7,54 37,70

V2 4 S275 CF 100.45.1,5 3197,0 7,54 30,16

Total S275 CF 100.45.1,5 113,18

Number of frame screws: 72

Graph. Rectangular frame PR-S9-14

0 623

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1823

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3023

3623

4223

4800

0

1223

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3200

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V1 V1 V1 V1 V1 V2 V2 V2 V2

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 10

Location map. Rectangular frame PR-S9-14

Plane

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

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Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 11

Rectangular frame PR-S9-16

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H2 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H3 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

H4 1 S275 CF 100.45.1,5 3300,0 7,79 7,79

V1 5 S275 CF 100.45.1,5 2997,0 7,07 35,35

V2 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

D1 2 S275 CF 100.45.1,5 1333,9 3,15 6,30

D2 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 88,80

Number of frame screws: 68

Graph. Rectangular frame PR-S9-16

0 623

1223

1823

2423

3023

3300

0

1223

2423

3000

H1

H2

H3

H4

V1 V1 V1 V1 V1 V2 V2

D1

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D2

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 12

Location map. Rectangular frame PR-S9-16

Plan viewLevel height 310

Front elevation viewPlane XY-03150

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

PR-S9-6

PR-S9-7

PR-S9-8

PR-S9-9

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PR-S9-16

PR-S9-17

PR-S9-18

PR-S9-16

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 13

Rectangular frame PR-S9-17

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H2 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H3 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

H4 1 S275 CF 100.45.1,5 3100,0 7,32 7,32

V1 5 S275 CF 100.45.1,5 2997,0 7,07 35,35

V2 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

D1 2 S275 CF 100.45.1,5 1333,9 3,15 6,30

D2 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 86,92

Number of frame screws: 68

Graph. Rectangular frame PR-S9-17

0 623

1223

1823

2423

3023

3100

0

1223

2423

3000

H1

H2

H3

H4

V1 V1 V1 V1 V1 V2 V2

D1

D1

D2

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 14

Location map. Rectangular frame PR-S9-17

Plan viewLevel height 310

Front elevation viewPlane ZY-00050

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

PR-S9-6

PR-S9-7

PR-S9-8

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PR-S9-17

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PR-S9-17

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 15

Rectangular frame PR-S9-18

Structural steel

Element N Equals Steel type Series Profile Length (mm) Unit weight (kg) Total (kg)

H1 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H2 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H3 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

H4 1 S275 CF 100.45.1,5 4800,0 11,33 11,33

V1 2 S275 CF 100.45.1,5 2997,0 7,07 14,14

V2 3 S275 CF 100.45.1,5 1819,5 4,29 12,87

V3 3 S275 CF 100.45.1,5 597,0 1,41 4,23

V4 4 S275 CF 100.45.1,5 2997,0 7,07 28,28

D1 1 S275 CF 100.45.1,5 1879,2 4,43 4,43

D2 1 S275 CF 100.45.1,5 834,7 1,97 1,97

D3 1 S275 CF 100.45.1,5 783,7 1,85 1,85

Total S275 CF 100.45.1,5 113,09

Number of frame screws: 84

Graph. Rectangular frame PR-S9-18

0 623

1223

1823

2423

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4223

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V3 V4 V4 V4 V4

D1

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D3

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 16

Location map. Rectangular frame PR-S9-18

Plan viewLevel height 310

Front elevation viewPlane XY-00050

Display 3D view of the frame in the modelAzimuth = -27,0° and Elevation = 72,0°

PR-S9

PR-S9-1

PR-S9-2

PR-S9-3

PR-S9-4

PR-S9-5

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PR-S9-18PR-S9-18

Light frames report (LSF) PROJECT: Design and Steel, Engineering STRUCTURE: Single Family Home - Mr. William Solberg

Page 17

Total

Structural steel by profile

Light frame Material Series Profile Length (mm) Weight (kg)

PR-S9 S275 CF 100.45.1,5 47929 113,09

PR-S9-1 S275 CF 100.45.1,5 41908 98,92

PR-S9-1 S275 CF_2C 100.45.1,5 9600 22,61

PR-S9-10 S275 CF 100.45.1,5 37630 88,80

PR-S9-13 S275 CF 100.45.1,5 36830 86,92

PR-S9-14 S275 CF 100.45.1,5 47973 113,18

PR-S9-16 S275 CF 100.45.1,5 37630 88,80

PR-S9-17 S275 CF 100.45.1,5 36830 86,92

PR-S9-18 S275 CF 100.45.1,5 47929 113,09

Total S275 CF 100.45.1,5 334661 789,72

Total S275 CF_2C 100.45.1,5 9600 22,61

Structural steel by thickness

Thickness 1,50 mm

Light frame Material Series Profile Length (mm) Weight (kg)

PR-S9 S275 CF 100.45.1,5 47929 113,09

PR-S9-1 S275 CF 100.45.1,5 41908 98,92

PR-S9-10 S275 CF 100.45.1,5 37630 88,80

PR-S9-13 S275 CF 100.45.1,5 36830 86,92

PR-S9-14 S275 CF 100.45.1,5 47973 113,18

PR-S9-16 S275 CF 100.45.1,5 37630 88,80

PR-S9-17 S275 CF 100.45.1,5 36830 86,92

PR-S9-18 S275 CF 100.45.1,5 47929 113,09

Total 334661 789,72

Thickness 3,00 mm

Light frame Material Series Profile Length (mm) Weight (kg)

PR-S9-1 S275 CF_2C 100.45.1,5 9600 22,61

Total 9600 22,61

Bolts

Number of screws of the frames: 612 Number of metric screws in the fixing lines between panels of the same plane: 59 Number of screws/wall plugs from frames for fixing to the base: 0