Tapered T-Beam
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Tapered T Beam
C
x
C
y
Area
view
Moment of Inertia
about the
x
c
axis
I
xc
Moment of Inertia
about the
y
c
axis
I
yc
Polar Moment of Inertia
about the
z
c
axis
J
zc
view
view
=
I
xc
+
I
yc
Radius of Gyration
about the
x
c
axis
k
xc
Radius of Gyration
about the
y
c
axis
k
yc
Radius of Gyration
about the
z
c
axis
r
zc
view
r
zc
2
=
k
xc
2
+
k
yc
2
Glossary
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 4.00 × 2.793
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 3.00 × 2.030
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 6.00 × 4.692
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 8.00 × 7.023
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 9.00 × 8.361
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 4.00 × 2.311
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 10.00 × 10.286
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 12.00 × 14.292
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 6.00 × 4.030
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 3.00 × 1.637
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