NA orphan barcodes on file at ReCAP

angle applied axial bending bending moment cantilever beam cast iron center of gravity compressive unit-stress computed concentrated loads concrete constant continuous beam cross-section dangerous section deduced deformation depth diagrams distance elastic curve elastic limit ends fixed equal equation Euler's formula example factor of safety feet long fiber fixed ends flange forces given greater hence hoop horizontal inertia left end left support linear foot long columns M₁ material maximum shear middle modulus of elasticity moment of inertia moments neutral axis neutral surface occurs percent plane plate pounds per linear pounds per square pressure Prob R₁ radius of gyration ratio rectangular required to find rivets round ends rupture S₁ section area shaft shearing unit-stress shows side simple beam span square inch static structural steel tensile strength tensile stress tension thickness timber tion torsion twisting ultimate strength uniform load uniformly vertical shear weight wrought iron zero