I/H Section Properties and Design
Section Properties
Section Properties
Design Strength
SECTION PROPERTIES
d or h =
mm
in
b
f
=
mm
in
t
w
=
mm
in
t
f =
mm
in
A =
mm
2
in
2
Ix =
mm
4
in
4
Iy =
mm
4
in
4
Sx =
mm
3
in
3
Sy =
mm
3
in
3
Zx =
mm
3
in
3
Zy =
mm
3
in
3
Rgx =
mm
in
Rgy =
mm
in
Weight =
KN/m
lb/ft
Weight per length = Area x unit weight
DESIGN STRENGTH (AISC-05)
Fy =
ksi
Compact Section Check
b
f
/2t
f
=
65/sqrt(Fy) =
h/2t
w
=
640/sqrt(Fy) =
Flexural Strength =
Major Bending =
kip-ft
Minor Bending =
kip-ft
Shear Strength
Major Shear =
kip
Minor Shear =
kip
Compact Section Check
bf/2tf < 65/√Fy
h/2tw < 640/√Fy
Flexural Strength
Major Bending, ⏀Mn = ⏀ZxFy
Minor Bending, ⏀Mn = ⏀ZyFy
Shear Strength
Major Shear, ⏀Vn = ⏀0.6 Fy d tw
Minor Shear, ⏀Vn = ⏀0.6Fy bf 2tf
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