The check for design bending strength for simply supported beams is given by
(a) Md = 2.4Zpfy/γm0
(b) Md < 1.2Zpfy/γm0
(c) Md ≤ 1.2Zpfy/γm0
(d) Md ≥ 1.2Zpfy/γm0
I got this question in an internship interview.
I'm obligated to ask this question of Design Strength of Laterally Supported Beams topic in division Design of Beams of Design of Steel Structures