DATACircular Hollow Section Interaction Diagram to
AS4100-1990Circular Hollow Section Interaction Diagram to
AS4100-1990Circular Hollow Section Interaction Diagram to
AS4100-1990Circular Hollow Section Interaction Diagram to
AS4100-1990Design Pile size:Outside diameter, Do =508mmDoDesign
Pile size:Outside diameter, Do =508mmDoDesign Pile size:Outside
diameter, Do =508mmDoDesign Pile size:Outside diameter, Do
=508mmDoWall thickness, T =10mmTWall thickness, T =10mmTWall
thickness, T =10mmTWall thickness, T =10mmTCorrosion allowance, c
=0mmcCorrosion allowance, c =1mmcCorrosion allowance, c
=2mmcCorrosion allowance, c =3mmcDesign outside diameter, do
=508mmdoDesign outside diameter, do =506mmdoDesign outside
diameter, do =504mmdoDesign outside diameter, do =502mmdoDesign
wall thickness, t =10mmtDesign wall thickness, t =9mmtDesign wall
thickness, t =8mmtDesign wall thickness, t =7mmtDesign inside
diameter, di =488mmdiDesign inside diameter, di =488mmdiDesign
inside diameter, di =488mmdiDesign inside diameter, di
=488mmdiMaterial Properties:Yield strength, fy =350MPafyMaterial
Properties:Yield strength, fy =350MPafyMaterial Properties:Yield
strength, fy =350MPafyMaterial Properties:Yield strength, fy
=350MPafyTensile strength, fu =430MPafuTensile strength, fu
=430MPafuTensile strength, fu =430MPafuTensile strength, fu
=430MPafuYoung's Modulus, E =200000MPaEYoung's Modulus, E
=200000MPaEYoung's Modulus, E =200000MPaEYoung's Modulus, E
=200000MPaEShear Modulus, G =80000MPaGShear Modulus, G
=80000MPaGShear Modulus, G =80000MPaGShear Modulus, G
=80000MPaGSection
Properties:GrossCorrodedGrossCorrodedGrossCorrodedGrossCorrodedSectional
area, Ag =1564515645mm^2AgSection Properties:Sectional area, Ag
=1564514052mm^2AgGross Section Properties:Gross sectional area, Ag
=1564512466mm^2AgGross Section Properties:Gross sectional area, Ag
=1564510886mm^2Ag485202460.569586485202460.569586mm^4Ig485202460.569586434024208.001603mm^4Ig485202460.569586383449227.616907mm^4Ig485202460.569586333472759.902628mm^4Ig970404921.139171970404921.139171mm^4Jg970404921.139171868048416.003205mm^4Jg970404921.139171766898455.233813mm^4Jg970404921.139171666945519.805256mm^4JgElastic
section modulus, Zg = 2Ig/do =19102461910246mm^3ZgElastic section
modulus, Zg = 2Ig/do =19102461715511mm^3ZgElastic section modulus,
Zg = 2Ig/do =19102461521624mm^3ZgElastic section modulus, Zg =
2Ig/do =19102461328577mm^3ZgPlastic section modulus, Sg = (do^3 -
di^3)/6 =24803732480373mm^3SgPlastic section modulus, Sg = (do^3 -
di^3)/6 =24803732223324mm^3SgPlastic section modulus, Sg = (do^3 -
di^3)/6 =24803731968299mm^3SgPlastic section modulus, Sg = (do^3 -
di^3)/6 =24803731715289mm^3SgRadius of gyration, Rg = (Ig/Ag)^0.5
=176.1176.1mmRgRadius of gyration, Rg = (Ig/Ag)^0.5
=176.1175.7mmRgRadius of gyration, Rg = (Ig/Ag)^0.5
=176.1175.4mmRgRadius of gyration, Rg = (Ig/Ag)^0.5
=176.1175.0mmRgMass per unit length, w = Ag*7850 =123123kg/mwMass
per unit length, w = Ag*7850 =123110kg/mwMass per unit length, w =
Ag*7850 =12398kg/mwMass per unit length, w = Ag*7850
=12385kg/mwSummary of Member CapacitiesDesign Loads and Member
Capacities SummaryDesign Loads and Member Capacities SummaryDesign
Loads and Member Capacities Summary12345123451234512345Design
bending moment, M* (kNm) =05050500Design bending moment, M* (kNm)
=02003552000Design bending moment, M* (kNm) =02020200Design bending
moment, M* (kNm) =01001001000Coexisting design axial force, N* (kN)
=10046290-54-300Coexisting design axial force, N* (kN)
=150041570-359-3592Coexisting design axial force, N* (kN)
=353435610-1198-500Coexisting design axial force, N* (kN)
=353429230-575-3592Coexisting design shear force, V* (kN)
=9840404640Coexisting design shear force, V* (kN)
=500500500500500Coexisting design shear force, V* (kN)
=500500500500500Coexisting design shear force, V* (kN)
=500500500500500007277190039635583005154337700674533770462946290-54-4928415741570-359-4426356135610-1198-3927292329230-575-342917741774177417741774159415941594159415941414141414141414141412341234123412341234007277190039635583005154337700674533770462946290-54-4928415741570-359-4426356135610-1198-3927292329230-575-34291.
Bending1. Bending1. Bending1. BendingSection slenderness
[5.2.2]:12345Section slenderness [5.2.2]:12345Section slenderness
[5.2.2]:12345Section slenderness
[5.2.2]:1234571.171.171.171.171.178.778.778.778.778.788.288.288.288.288.2100.4100.4100.4100.4100.45050505050505050505050505050505050505050120120120120120120120120120120120120120120120120120120120120Compact
section [5.2.3]:Compact section [5.2.3]:Compact section
[5.2.3]:Compact section [5.2.3]:Non-compaction section
[5.2.4]:Non-compaction section [5.2.4]:Non-compaction section
[5.2.4]:Non-compaction section [5.2.4]:Slender sections
[5.2.5]:Slender sections [5.2.5]:Slender sections [5.2.5]:Slender
sections [5.2.5]:12345123451234512345Effective section modulus,
Ze(mm^3) =23083582308358230835823083582308358Effective section
modulus, Ze(mm^3) =20150402015040201504020150402015040Effective
section modulus, Ze(mm^3)
=17245421724542172454217245421724542Effective section modulus,
Ze(mm^3)
=14368561436856143685614368561436856727727727727727635635635635635543543543543543453453453453453Design
bending moment, M*(kNm) =05050500Design bending moment, M*(kNm)
=02003552000Design bending moment, M*(kNm) =02020200Design bending
moment, M*(kNm) =01001001000Effective length, Le [5.6.3] and
reference buckling moment, Mo = Moa [5.6.1.1]:Effective length, Le
[5.6.3] and reference buckling moment, Mo = Moa [5.6.1.1]:Effective
length, Le [5.6.3] and reference buckling moment, Mo = Moa
[5.6.1.1]:Effective length, Le [5.6.3] and reference buckling
moment, Mo = Moa [5.6.1.1]:12345123451234512345Twist restraint
factor [Table 5.6.3(1)], kt =1.001.001.001.001.00Twist restraint
factor [Table 5.6.3(1)], kt =1.001.001.001.001.00Twist restraint
factor [Table 5.6.3(1)], kt =1.001.001.001.001.00Twist restraint
factor [Table 5.6.3(1)], kt =1.001.001.001.001.00Load height factor
[Table 5.6.3(2)], kl =1.001.001.001.001.00Load height factor [Table
5.6.3(2)], kl =1.001.001.001.001.00Load height factor [Table
5.6.3(2)], kl =1.001.001.001.001.00Load height factor [Table
5.6.3(2)], kl =1.001.001.001.001.00Lateral rotation restraint
factor [Table 5.6.3(3)], kr =1.001.001.001.001.00Lateral rotation
restraint factor [Table 5.6.3(3)], kr =1.001.001.001.001.00Lateral
rotation restraint factor [Table 5.6.3(3)], kr
=1.001.001.001.001.00Lateral rotation restraint factor [Table
5.6.3(3)], kr =1.001.001.001.001.00Segment length, L(mm)
=60006000600060006000Segment length, L(mm)
=60006000600060006000Segment length, L(mm)
=60006000600060006000Segment length, L(mm)
=60006000600060006000Effective length, Le(mm) = kt*kl*kr*L
=60006000600060006000Effective length, Le(mm) = kt*kl*kr*L
=60006000600060006000Effective length, Le(mm) = kt*kl*kr*L
=60006000600060006000Effective length, Le(mm) = kt*kl*kr*L
=6000600060006000600045446454464544645446454464065340653406534065340653359153591535915359153591531234312343123431234312341;
or1; or1; or1; or=a value obtained from Table 5.6.1; or=a value
obtained from Table 5.6.1; or=a value obtained from Table 5.6.1;
or=a value obtained from Table 5.6.1;
or=1.7Mm*/(M2*^2+M3*^2+M4*^2)^0.5
