Beam Utilization

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beam utilization check for any standard beam size

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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

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

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

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

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

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

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

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

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

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

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. 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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

13181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.1513181.15

Design resistance to axial load(KN) 14200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200142001420014200

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

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

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

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

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

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

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

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

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

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

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

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

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