beam utilization
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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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