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Section force envelopes My (Member axis) [kNm] for: ULSVN (P), restraining forces included, Selected members

-802.42543.44

-1406.44

605.26

-1703.59

711.96

-1336.14

1003.85

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VSL VIETNAM, Hanoi, S.R. Vietnam hung.hoangcong Fagus-5 - Version 2.00

Nr.:

D:\DFagusVN\2013\Nguyen Binh Khiem 6AF.FG5

Scale 1 :19.6Cross-section B14-N: Bearing capacity uniaxial bending My=-1703.0; Bearing capacity: 1.01

RE1428

As = 25 cm2

RE1428

As = 25 cm2

RE2525

As = 25 cm2

RE2525

As = 25 cm2

RE3728

As = 43 cm2

RE3728

As = 43 cm2

7.519

-3.500

Strain []

c=2.24s=1.15

Stress [N/mm2]

-14.3

339.1339.1

301.32

3129.4

249.98

-3129.7

F [kN], z [mm]

Ultimate strength analysis Girder-Cross section: B14-N Action forces and capacity factor

No. Analysis-Parameters N My Mz Capacity factor Remarks[kN] [kNm] [kNm] [-]

1 AP2: ULS-verification 0 -1703.0 XXX 1.01

XXX : Calculation with uniaxial bending (neutral axis is horizontal)!! Analysis-Parameters "AP2: ULS-verification", Code: British Standard

ID --Diagram Strain Limits Adm.Stress Partial factors Various parametersc s p a cu.c cu.b su s.adm c s p a P(t)

[] [] [] [N/mm2] [-] [-] [-] [-] [-] [-] [-]

AP2 2/0 2 2 1 -2.000 -3.500 20.000 1.50 1.15 1.15 1.15 45.00 0 t=o - Extreme stresses and strain

Name Class yq zq d [mm] [mm] [] [N/mm2] [-]

CS1 GRADE32 0 0 -3.500 -14.3 2.24CS1 GRADE32 1100.00 700.00 7.519 0 2.24RE3 GRADE390 0 630.00 6.417 339.1 1.15

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VSL VIETNAM, Hanoi, S.R. Vietnam hung.hoangcong Fagus-5 - Version 2.00

Nr.:

D:\DFagusVN\2013\Nguyen Binh Khiem 6AF.FG5

Scale 1 :19.6Cross-section B14-N1: Bearing capacity uniaxial bending My=-1336.0; Bearing capacity: 1.26

RE1428

As = 25 cm2

RE1428

As = 25 cm2

RE2525

As = 25 cm2

RE2525

As = 25 cm2

RE3728

As = 43 cm2

RE3728

As = 43 cm2

7.519

-3.500

Strain []

c=2.24s=1.15

Stress [N/mm2]

-14.3

339.1339.1

286.64

3129.4

249.98

-3129.7

F [kN], z [mm]

Ultimate strength analysis Girder-Cross section: B14-N1 Action forces and capacity factor

No. Analysis-Parameters N My Mz Capacity factor Remarks[kN] [kNm] [kNm] [-]

1 AP2: ULS-verification 0 -1336.0 XXX 1.26

XXX : Calculation with uniaxial bending (neutral axis is horizontal)!! Analysis-Parameters "AP2: ULS-verification", Code: British Standard

ID --Diagram Strain Limits Adm.Stress Partial factors Various parametersc s p a cu.c cu.b su s.adm c s p a P(t)

[] [] [] [N/mm2] [-] [-] [-] [-] [-] [-] [-]

AP2 2/0 2 2 1 -2.000 -3.500 20.000 1.50 1.15 1.15 1.15 45.00 0 t=o - Extreme stresses and strain

Name Class yq zq d [mm] [mm] [] [N/mm2] [-]

CS1 GRADE32 0 0 -3.500 -14.3 2.24CS1 GRADE32 1100.00 700.00 7.519 0 2.24RE3 GRADE390 0 610.00 6.102 339.1 1.15

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VSL VIETNAM, Hanoi, S.R. Vietnam hung.hoangcong Fagus-5 - Version 2.00

Nr.:

D:\DFagusVN\2013\Nguyen Binh Khiem 6AF.FG5

Scale 1 :19.6Cross-section B14B-N1: Bearing capacity uniaxial bending My=-1406.0; Bearing capacity: 1.19

RE1428

As = 25 cm2

RE1428

As = 25 cm2

RE2525

As = 25 cm2

RE2525

As = 25 cm2

RE3728

As = 43 cm2

RE3728

As = 43 cm2

7.519

-3.500

Strain []

c=2.24s=1.15

Stress [N/mm2]

-14.3

339.1339.1

286.64

3129.4

249.98

-3129.7

F [kN], z [mm]

Ultimate strength analysis Girder-Cross section: B14B-N1 Action forces and capacity factor

No. Analysis-Parameters N My Mz Capacity factor Remarks[kN] [kNm] [kNm] [-]

1 AP2: ULS-verification 0 -1406.0 XXX 1.19

XXX : Calculation with uniaxial bending (neutral axis is horizontal)!! Analysis-Parameters "AP2: ULS-verification", Code: British Standard

ID --Diagram Strain Limits Adm.Stress Partial factors Various parametersc s p a cu.c cu.b su s.adm c s p a P(t)

[] [] [] [N/mm2] [-] [-] [-] [-] [-] [-] [-]

AP2 2/0 2 2 1 -2.000 -3.500 20.000 1.50 1.15 1.15 1.15 45.00 0 t=o - Extreme stresses and strain

Name Class yq zq d [mm] [mm] [] [N/mm2] [-]

CS1 GRADE32 0 0 -3.500 -14.3 2.24CS1 GRADE32 1100.00 700.00 7.519 0 2.24RE3 GRADE390 0 610.00 6.102 339.1 1.15

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VSL VIETNAM, Hanoi, S.R. Vietnam hung.hoangcong Fagus-5 - Version 2.00

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D:\DFagusVN\2013\Nguyen Binh Khiem 6AF.FG5

Scale 1 :19.6Cross-section B14C-N2: Bearing capacity uniaxial bending My=-802.4; Bearing capacity: 1.52

RE1428

As = 25 cm2

RE1428

As = 25 cm2

RE2525

As = 25 cm2

RE2525

As = 25 cm2

RE3228

As = 12 cm2

RE3228

As = 12 cm2

13.036

-3.500

Strain []

c=2.24s=1.15

Stress [N/mm2]

-14.3

339.1339.1

299.99

2085.3

283.35

-2085.6

F [kN], z [mm]

Ultimate strength analysis Girder-Cross section: B14C-N2 Action forces and capacity factor

No. Analysis-Parameters N My Mz Capacity factor Remarks[kN] [kNm] [kNm] [-]

1 AP2: ULS-verification 0 -802.4 XXX 1.52

XXX : Calculation with uniaxial bending (neutral axis is horizontal)!! Analysis-Parameters "AP2: ULS-verification", Code: British Standard

ID --Diagram Strain Limits Adm.Stress Partial factors Various parametersc s p a cu.c cu.b su s.adm c s p a P(t)

[] [] [] [N/mm2] [-] [-] [-] [-] [-] [-] [-]

AP2 2/0 2 2 1 -2.000 -3.500 20.000 1.50 1.15 1.15 1.15 45.00 0 t=o - Extreme stresses and strain

Name Class yq zq d [mm] [mm] [] [N/mm2] [-]

CS1 GRADE32 0 0 -3.500 -14.3 2.24CS1 GRADE32 1100.00 700.00 13.036 0 2.24RE3 GRADE390 0 610.00 10.910 339.1 1.15RE1 GRADE390 0 660.00 12.091 339.1 1.15