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Page 1: Beam Utilization

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 1300

Page 2: Beam Utilization

8500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 200

Page 3: Beam Utilization

2500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 1900

Page 4: Beam Utilization

11500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 800

Page 5: Beam Utilization

6000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Page 6: Beam Utilization

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 1400

Page 7: Beam Utilization

9000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 300

Page 8: Beam Utilization

3500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 2000

Page 9: Beam Utilization

12000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 900

Page 10: Beam Utilization

6500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Page 11: Beam Utilization

Max. Axial load (KN) Max. Shear Load(KN) 1000 1002000 2002500 3003500 4004000 5004500 6005000 7005500 8006000 9006500 10007000 11007500 12008000 13008500 14009000 15009500 1600

10000 170010500 180011000 190011500 200012000 210012500 220013000 230013500 240014000 2500

Page 12: Beam Utilization

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 1300

Page 13: Beam Utilization

1400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200

Page 14: Beam Utilization

300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 1900

Page 15: Beam Utilization

2000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800

Page 16: Beam Utilization

900 9001000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Page 17: Beam Utilization

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 1400

Page 18: Beam Utilization

1500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300

Page 19: Beam Utilization

400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 2000

Page 20: Beam Utilization

2100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

Page 21: Beam Utilization

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Page 22: Beam Utilization

Max. Bending Load (KNm) Max. Torsion Load (KNm)100 100200 200300 300400 400500 500600 600700 700800 800900 900

1000 10001100 11001200 12001300 13001400 14001500 15001600 16001700 17001800 18001900 19002000 20002100 21002200 22002300 23002400 24002500 2500

Page 23: Beam Utilization

IPE 240 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391355000 0.00391

HEB 240 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106

Page 24: Beam Utilization

355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106355000 0.0106

IPE 300 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538355000 0.00538

HEB 300 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.01491355000 0.01491

Page 25: Beam Utilization

355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491355000 0.01491

IPE 360 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727

Page 26: Beam Utilization

355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727355000 0.00727

HEB 360 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806355000 0.01806

HEB 400 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978

Page 27: Beam Utilization

355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978355000 0.01978

HEB 450 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218355000 0.0218

Page 28: Beam Utilization

HEB 500 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386355000 0.02386

HEB 550 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541

Page 29: Beam Utilization

355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541355000 0.02541

HEB 600 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027355000 0.027

HEB 650 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.02863355000 0.02863355000 0.02863

Page 30: Beam Utilization

355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863355000 0.02863

HEB 700 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064

Page 31: Beam Utilization

355000 0.03064355000 0.03064355000 0.03064355000 0.03064355000 0.03064

HEB 800 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342355000 0.03342

HEB 900 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713

Page 32: Beam Utilization

355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713355000 0.03713

HEB 1000 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04355000 0.04

Page 33: Beam Utilization

HEM 1000 BEAM UTILIZATION (Eurocode 1993)Yield strenght, fy (KN/m^2) Cross sectional area (m^2)

355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442355000 0.04442

Page 34: Beam Utilization

IPE 240 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 10.000367 1

HEB 240 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 1

Material factor, ϒm

Material factor, ϒm

Page 35: Beam Utilization

0.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 10.001053 1

IPE 300 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 10.000628 1

HEB 300 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.001869 10.001869 1

Material factor, ϒm

Material factor, ϒm

Page 36: Beam Utilization

0.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 10.001869 1

IPE 360 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 10.001019 1

Material factor, ϒm

Page 37: Beam Utilization

0.001019 10.001019 10.001019 10.001019 10.001019 10.001019 1

HEB 360 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 10.002683 1

HEB 400 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 1

Material factor, ϒm

Material factor, ϒm

Page 38: Beam Utilization

0.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 10.003232 1

HEB 450 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 10.003982 1

Material factor, ϒm

Page 39: Beam Utilization

HEB 500 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 10.004815 1

HEB 550 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 1

Material factor, ϒm

Material factor, ϒm

Page 40: Beam Utilization

0.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 10.005591 1

HEB 600 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 10.006425 1

HEB 650 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.00732 10.00732 10.00732 1

Material factor, ϒm

Material factor, ϒm

Page 41: Beam Utilization

0.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 10.00732 1

HEB 700 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 10.008327 1

Material factor, ϒm

Page 42: Beam Utilization

0.008327 10.008327 10.008327 10.008327 10.008327 1

HEB 800 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 10.01023 1

HEB 900 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 1

Material factor, ϒm

Material factor, ϒm

Page 43: Beam Utilization

0.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 10.01258 1

HEB 1000 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 10.01486 1

Material factor, ϒm

Page 44: Beam Utilization

HEM 1000 BEAM UTILIZATION (Eurocode 1993)Plastic sectional modulus (m^3)

0.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 10.01657 1

Material factor, ϒm

Page 45: Beam Utilization

Design resistance to axial load(KN) 1388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.051388.05

Design resistance to axial load(KN) 3763376337633763376337633763376337633763376337633763

Page 46: Beam Utilization

376337633763376337633763376337633763376337633763

Design resistance to axial load(KN) 1909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.91909.9

Design resistance to axial load(KN) 5293.055293.05

Page 47: Beam Utilization

5293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.055293.05

Design resistance to axial load(KN) 2580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.852580.85

Page 48: Beam Utilization

2580.852580.852580.852580.852580.852580.85

Design resistance to axial load(KN) 6411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.36411.3

Design resistance to axial load(KN) 7021.97021.97021.97021.97021.97021.97021.97021.9

Page 49: Beam Utilization

7021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.97021.9

Design resistance to axial load(KN) 7739773977397739773977397739773977397739773977397739773977397739773977397739773977397739773977397739

Page 50: Beam Utilization

Design resistance to axial load(KN) 8470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.38470.3

Design resistance to axial load(KN) 9020.559020.559020.559020.559020.559020.559020.559020.559020.559020.559020.559020.559020.559020.55

Page 51: Beam Utilization

9020.559020.559020.559020.559020.559020.559020.559020.559020.559020.559020.55

Design resistance to axial load(KN) 9585958595859585958595859585958595859585958595859585958595859585958595859585958595859585958595859585

Design resistance to axial load(KN) 10163.6510163.6510163.65

Page 52: Beam Utilization

10163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.6510163.65

Design resistance to axial load(KN) 10877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.210877.2

Page 53: Beam Utilization

10877.210877.210877.210877.210877.2

Design resistance to axial load(KN) 11864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.111864.1

Design resistance to axial load(KN) 13181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.15

Page 54: Beam Utilization

13181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.15

Design resistance to axial load(KN) 14200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200

Page 55: Beam Utilization

Design resistance to axial load(KN) 15769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.115769.1

Page 56: Beam Utilization

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)130.285 1.4879832105130.285 2.975966421130.285 4.1037320602130.285 5.5917152707130.285 6.7194809098130.285 7.8472465489130.285 8.975012188130.285 10.1027778271130.285 11.2305434662130.285 12.3583091053130.285 13.4860747445130.285 14.6138403836130.285 15.7416060227130.285 16.8693716618130.285 17.9971373009130.285 19.12490294130.285 20.2526685791130.285 21.3804342182130.285 22.5081998573130.285 23.6359654965130.285 24.7637311356130.285 25.8914967747130.285 27.0192624138130.285 28.1470280529130.285 29.274793692

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)373.815 0.5332574205373.815 1.066514841373.815 1.4668995535373.815 2.000156974373.815 2.4005416866373.815 2.8009263991373.815 3.2013111117373.815 3.6016958242373.815 4.0020805368373.815 4.4024652493373.815 4.8028499619373.815 5.2032346744373.815 5.6036193869

Page 57: Beam Utilization

373.815 6.0040040995373.815 6.404388812373.815 6.8047735246373.815 7.2051582371373.815 7.6055429497373.815 8.0059276622373.815 8.4063123748373.815 8.8066970873373.815 9.2070817999373.815 9.6074665124373.815 10.007851225373.815 10.4082359375

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)222.94 0.9721388021222.94 1.9442776042222.94 2.654622595222.94 3.6267613971222.94 4.337106388222.94 5.0474513789222.94 5.7577963698222.94 6.4681413607222.94 7.1784863515222.94 7.8888313424222.94 8.5991763333222.94 9.3095213242222.94 10.0198663151222.94 10.730211306222.94 11.4405562968222.94 12.1509012877222.94 12.8612462786222.94 13.5715912695222.94 14.2819362604222.94 14.9922812513222.94 15.7026262421222.94 16.412971233222.94 17.1233162239222.94 17.8336612148222.94 18.5440062057

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)663.495 0.3396440255663.495 0.6792880509

Page 58: Beam Utilization

663.495 0.9244685818663.495 1.2641126073663.495 1.5092931382663.495 1.754473669663.495 1.9996541999663.495 2.2448347308663.495 2.4900152617663.495 2.7351957926663.495 2.9803763235663.495 3.2255568543663.495 3.4707373852663.495 3.7159179161663.495 3.961098447663.495 4.2062789779663.495 4.4514595088663.495 4.6966400396663.495 4.9418205705663.495 5.1870011014663.495 5.4321816323663.495 5.6773621632663.495 5.9225426941663.495 6.1677232249663.495 6.4129037558

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)361.745 0.6639070669361.745 1.3278141337361.745 1.7979865782361.745 2.4618936451361.745 2.9320660896361.745 3.4022385342361.745 3.8724109787361.745 4.3425834232361.745 4.8127558678361.745 5.2829283123361.745 5.7531007569361.745 6.2232732014361.745 6.6934456459361.745 7.1636180905361.745 7.633790535361.745 8.1039629795361.745 8.5741354241361.745 9.0443078686361.745 9.5144803131

Page 59: Beam Utilization

361.745 9.9846527577361.745 10.4548252022361.745 10.9249976468361.745 11.3951700913361.745 11.8653425358361.745 12.3355149804

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)952.465 0.2609653419952.465 0.5219306838952.465 0.704908722952.465 0.9658740639952.465 1.1488521022952.465 1.3318301404952.465 1.5148081786952.465 1.6977862169952.465 1.8807642551952.465 2.0637422933952.465 2.2467203316952.465 2.4296983698952.465 2.6126764081952.465 2.7956544463952.465 2.9786324845952.465 3.1616105228952.465 3.344588561952.465 3.5275665992952.465 3.7105446375952.465 3.8935226757952.465 4.0765007139952.465 4.2594787522952.465 4.4424567904952.465 4.6254348286952.465 4.8084128669

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)1147.36 0.2295682011147.36 0.4591364021147.36 0.6174988041147.36 0.84706700491147.36 1.00542940691147.36 1.16379180891147.36 1.32215421091147.36 1.4805166129

Page 60: Beam Utilization

1147.36 1.63887901491147.36 1.79724141681147.36 1.95560381881147.36 2.11396622081147.36 2.27232862281147.36 2.43069102481147.36 2.58905342681147.36 2.74741582881147.36 2.90577823071147.36 3.06414063271147.36 3.22250303471147.36 3.38086543671147.36 3.53922783871147.36 3.69759024071147.36 3.85595264261147.36 4.01431504461147.36 4.1726774466

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)1413.61 0.19995653011413.61 0.39991306011413.61 0.53526175971413.61 0.73521828981413.61 0.87056698941413.61 1.0059156891413.61 1.14126438851413.61 1.27661308811413.61 1.41196178771413.61 1.54731048731413.61 1.68265918691413.61 1.81800788651413.61 1.95335658611413.61 2.08870528571413.61 2.22405398531413.61 2.35940268491413.61 2.49475138451413.61 2.63010008411413.61 2.76544878361413.61 2.90079748321413.61 3.03614618281413.61 3.17149488241413.61 3.3068435821413.61 3.44219228161413.61 3.5775409812

Page 61: Beam Utilization

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)1709.325 0.17656219821709.325 0.35312439631709.325 0.47065680811709.325 0.64721900621709.325 0.7647514181709.325 0.88228382971709.325 0.99981624141709.325 1.11734865321709.325 1.23488106491709.325 1.35241347661709.325 1.46994588841709.325 1.58747830011709.325 1.70501071191709.325 1.82254312361709.325 1.94007553531709.325 2.05760794711709.325 2.17514035881709.325 2.29267277051709.325 2.41020518231709.325 2.5277375941709.325 2.64527000571709.325 2.76280241751709.325 2.88033482921709.325 2.99786724091709.325 3.1153996527

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)1984.805 0.16124076861984.805 0.32248153711984.805 0.4282933131984.805 0.58953408161984.805 0.69534585751984.805 0.80115763341984.805 0.90696940931984.805 1.01278118511984.805 1.1185929611984.805 1.22440473691984.805 1.33021651281984.805 1.43602828871984.805 1.54184006461984.805 1.6476518404

Page 62: Beam Utilization

1984.805 1.75346361631984.805 1.85927539221984.805 1.96508716811984.805 2.0708989441984.805 2.17671071991984.805 2.28252249581984.805 2.38833427161984.805 2.49414604751984.805 2.59995782341984.805 2.70576959931984.805 2.8115813752

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)2280.875 0.14817250532280.875 0.29634501052280.875 0.39235267492280.875 0.54052518022280.875 0.63653284462280.875 0.73254050892280.875 0.82854817332280.875 0.92455583772280.875 1.02056350212280.875 1.11657116642280.875 1.21257883082280.875 1.30858649522280.875 1.40459415962280.875 1.50060182392280.875 1.59660948832280.875 1.69261715272280.875 1.78862481712280.875 1.88463248142280.875 1.98064014582280.875 2.07664781022280.875 2.17265547462280.875 2.26866313892280.875 2.36467080332280.875 2.46067846772280.875 2.5566861321

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)2598.6 0.13687210982598.6 0.27374421962598.6 0.3614214043

Page 63: Beam Utilization

2598.6 0.49829351412598.6 0.58597069882598.6 0.67364788352598.6 0.76132506832598.6 0.8490022532598.6 0.93667943772598.6 1.02435662252598.6 1.11203380722598.6 1.19971099192598.6 1.28738817662598.6 1.37506536142598.6 1.46274254612598.6 1.55041973082598.6 1.63809691562598.6 1.72577410032598.6 1.8134512852598.6 1.90112846982598.6 1.98880565452598.6 2.07648283922598.6 2.16416002392598.6 2.25183720872598.6 2.3395143934

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)2956.085 0.12576395112956.085 0.25152790232956.085 0.33132414112956.085 0.45708809232956.085 0.53688433112956.085 0.616680572956.085 0.69647680892956.085 0.77627304772956.085 0.85606928662956.085 0.93586552542956.085 1.01566176432956.085 1.09545800322956.085 1.1752542422956.085 1.25505048092956.085 1.33484671972956.085 1.41464295862956.085 1.49443919752956.085 1.57423543632956.085 1.65403167522956.085 1.733827914

Page 64: Beam Utilization

2956.085 1.81362415292956.085 1.89342039182956.085 1.97321663062956.085 2.05301286952956.085 2.1328091083

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)3631.65 0.11182358693631.65 0.22364717373631.65 0.29332681383631.65 0.40515040063631.65 0.47483004063631.65 0.54450968063631.65 0.61418932063631.65 0.68386896073631.65 0.75354860073631.65 0.82322824073631.65 0.89290788073631.65 0.96258752073631.65 1.03226716073631.65 1.10194680073631.65 1.17162644073631.65 1.24130608073631.65 1.31098572073631.65 1.38066536073631.65 1.45034500073631.65 1.52002464073631.65 1.58970428073631.65 1.65938392083631.65 1.72906356083631.65 1.79874320083631.65 1.8684228408

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)4465.9 0.09825781774465.9 0.19651563534465.9 0.25684049574465.9 0.35509831344465.9 0.41542317384465.9 0.47574803414465.9 0.53607289454465.9 0.59639775494465.9 0.6567226153

Page 65: Beam Utilization

4465.9 0.71704747574465.9 0.7773723364465.9 0.83769719644465.9 0.89802205684465.9 0.95834691724465.9 1.01867177764465.9 1.07899663794465.9 1.13932149834465.9 1.19964635874465.9 1.25997121914465.9 1.32029607954465.9 1.38062093984465.9 1.44094580024465.9 1.50127066064465.9 1.5615955214465.9 1.6219203814

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)5275.3 0.08937880315275.3 0.17875760625275.3 0.23292514175275.3 0.32230394485275.3 0.37647148035275.3 0.43063901585275.3 0.48480655135275.3 0.53897408685275.3 0.59314162235275.3 0.64730915785275.3 0.70147669335275.3 0.75564422885275.3 0.80981176435275.3 0.86397929985275.3 0.91814683535275.3 0.97231437075275.3 1.02648190625275.3 1.08064944175275.3 1.13481697725275.3 1.18898451275275.3 1.24315204825275.3 1.29731958375275.3 1.35148711925275.3 1.40565465475275.3 1.4598221902

Page 66: Beam Utilization

Design resistance to bending moment, x-x (KN) Utilization (axial & bending)5882.35 0.08041516855882.35 0.16083033715882.35 0.20953792565882.35 0.28995309415882.35 0.33866068265882.35 0.38736827115882.35 0.43607585965882.35 0.48478344825882.35 0.53349103675882.35 0.58219862525882.35 0.63090621375882.35 0.67961380225882.35 0.72832139075882.35 0.77702897925882.35 0.82573656785882.35 0.87444415635882.35 0.92315174485882.35 0.97185933335882.35 1.02056692185882.35 1.06927451035882.35 1.11798209885882.35 1.16668968745882.35 1.21539727595882.35 1.26410486445882.35 1.3128124529