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Square L Beam


C_x	C_y	Area


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	= I_xc	= 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
		r_zc² = k_xc²+k_yc²

Distance to the Principal axis d	Moment of Inertia about the Principal axis I_p	Polar Moment of Inertia about the Principal axis J_p
	view	= J_zc

Glossary

Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Aluminum I Beam » 9.00 × 8.361

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 4.00 × 2.793

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 7.00 × 5.800

Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » ALuminum I Beam » 5.00 × 3.700

Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Aluminum I Beam » 6.00 × 4.692

Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Aluminum I Beam » 5.00 × 3.700

Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Aluminum I Beam » 3.00 × 2.030

Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Aluminum I Beam » 8.00 × 6.181

Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 8.00 × 7.023

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