Centroid, Area, Moments of Inertia, Polar Moments of Inertia, & Radius of Gyration of a General 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_zc² = k_xc²+k_yc²

Glossary

Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 3.00 × 2.030

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 5.00 × 3.700

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 3.00 × 2.030

Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 12.00 × 14.292

Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 10.00 × 8.646

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 12.00 × 11.672

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 » 12.00 × 11.672

Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 7.00 × 5.800

Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 8.00 × 7.023