The bending moment due to dead load of girder is maximum at
(a) one-third distance at span
(b) two-third distance at span
(c) end of span
(d) centre of span
This question was posed to me in an interview.
My doubt stems from Gantry Girders & Design of Industrial Buildings in portion Gantry Girders, Design of Plate Girders & Industrial Buildings of Design of Steel Structures