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The number of reaction components possible at a hinged end for a general loading is
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A cable subjected to UDL over its entire span assumes a shape of
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Simple Stress and Strain
Stresses in Members
Strain Energy and Resilience
Center of Gravity and Moment of Inertia
Shear Force and Bending Moment
Pure Bending
Shear Stress
Direct and Bending Stress
Slope and Deflection
Indeterminate Beams
Torsion
Plastic and Local Buckling Behaviour of Steel
Cables and Arches
Influence Lines and Approximate Analysis for Statically Determinate Structures
Deflections
Deflections Using Energy Methods
Displacement Method of Analysis: Slope-Deflection Equations
Displacement Method of Analysis: Moment Distribution
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Along the neutral axis of a simply supported beam 
