Scribd
Upload
16 views2 pages

H 100x100x6x8

The document provides detailed cross-section properties for a structural steel section labeled H 100x100x6x8, including dimensions, area moments of inertia, shear areas, torsional constants, and plasticity metrics. Key values include a sectional area of 21.59 cm², area moment of inertia about the y-axis of 378.00 cm, and a plastic limiting axial force of 507.426 kN. Additional properties such as weight, surface area, and volume are also specified.

Uploaded by

Kumar P
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
16 views2 pages

H 100x100x6x8

The document provides detailed cross-section properties for a structural steel section labeled H 100x100x6x8, including dimensions, area moments of inertia, shear areas, torsional constants, and plasticity metrics. Key values include a sectional area of 21.59 cm², area moment of inertia about the y-axis of 378.00 cm, and a plastic limiting axial force of 507.426 kN. Additional properties such as weight, surface area, and volume are also specified.

Uploaded by

Kumar P
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 2

 Cross-Section Properties

H 100x100x6x8
Geometry
Depth h 100.0 mm
H 100x100x6x8
 JIS G 3192; JIS A 5526:2005
Width b 100.0 mm
 ArcelorMittal (2011)
Web thickness tw 6.0 mm 100.0

Flange thickness tf 8.0 mm

hi

8.0
Inner depth between flanges 84.0 mm 8.0

Root fillet radius r1 8.0 mm


Depth of straight portion of web d 68.0 mm

100.0
Length of stiff bearing ss 31.4 mm y

Sectional Area 6.0

Sectional area A 21.59 cm

Bending z

Area moment of inertia about y-axis Iy 378.00 cm


Area moment of inertia about z-axis Iz 134.00 cm
Polar area moment of inertia Ip 512.00 cm
Radius of gyration about y-axis iy 41.8 mm

Radius of gyration about z-axis iz 24.9 mm

Polar radius of gyration ip 48.7 mm

Maximum statical moment of area about y-axis max Sy 185.00 cm


Maximum statical moment of area about z-axis max Sz 10.02 cm
Elastic section modulus about y-axis Wy 75.60 cm
Elastic section modulus about z-axis Wz 26.70 cm

Shear
Shear area in y-direction Ay 13.49 cm
Shear area in z-direction Az 4.99 cm

Torsion
Torsional constant It 4.91 cm
Secondary torsional constant It,s 282.22 cm
Section modulus for torsion Wt 6.14 cm

Warping
Warping ordinate with respect to shear center max ω 23.00 cm
Warping constant with respect to shear center Iω 2820.00 cm
Warping radius of gyration with respect to shear center iω 23.5 mm

Warping section modulus with respect to shear center Wω 122.61 cm


Maximum warping statical moment with respect to shear center max Sω 46.00 cm

Plasticity
Plastic section modulus about y-axis W pl,y 370.00 cm
Plastic section modulus about z-axis W pl,z 41.00 cm
Plastic warping section modulus with respect to shear center W pl,ω 184.00 cm
Plastic section modulus of webs about y-axis W pl,y,webs 10.58 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 40.00 cm

Plastic shape factor about y-axis αpl,y 4.894 --

Plastic shape factor about z-axis αpl,z 1.536 --

Plastic shape factor with respect to shear center αpl,ω 1.500 --

Plastic shear area in y-direction Apl,y 16.00 cm


Plastic shear area in z-direction Apl,z 5.52 cm
Plastic limiting axial force Npl 507.426 kN

Plastic limiting shear force in y-direction Vpl,y 217.084 kN

Plastic limiting shear force in z-direction Vpl,z 74.894 kN

Plastic limiting bending moment about y-axis Mpl,y 20.31 kNm

Plastic limiting bending moment about z-axis Mpl,z 9.64 kNm

Other
Ultimate resistance to axial force Nu 507.426 kN
Weight G 16.9 kg/m
Surface area per unit length Am 0.570 m /m
Volume V 2159.00 cm /m
Section factor Am/V 264.011 1/m

Web area Aw 5.04 cm

You might also like