By 2 AM, Arjun had redesigned the beam with a 10 mm fillet and a 60x60 mm section. He recalculated deflection (Chapter 9) and checked buckling (Chapter 18). Everything passed.
“Factor of safety,” he muttered, and flipped to Chapter 14: Theories of Failure . R S Khurmi Strength Of Materials
He redrew his beam. He listed the given data: Length 2 m, load 500 N at free end, cross-section 50x50 mm. He turned to the section on Cantilevers . There it was: Bending stress = (M * y) / I . By 2 AM, Arjun had redesigned the beam
Arjun had always hated this book. It was too thick, too dry, and the problems were sadistically progressive—just when you understood simple tension, it hit you with compound stress and principal planes . But tonight, desperation forced respect. “Factor of safety,” he muttered, and flipped to