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In flexible end plate design, beam is designed for the

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In flexible end plate design, beam is designed for the

(a) maximum bending moment

(b) shear force

(c) torsional moment

(d) zero end moment

The question was posed to me during an interview for a job.

My question is taken from Simple Connections in chapter Bolted Connections of Design of Steel Structures

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Right choice is (d) zero end moment

Easy explanation: In flexible end plate design. beam is designed for the zero end moment and the end plates augment the web shear and bending capacity of beams.

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