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.
But Arjun now knew it was for something more—for anyone who wanted to build things that wouldn’t break. He patted the book gently.
The book fell open at a familiar diagram—a beam with an overhang, arrows indicating point loads. Underneath, in Khurmi’s characteristically crisp, no-nonsense language, were solved examples. No fluff. Just theory, followed by a wall of problems labeled “Example 6.12,” “Example 6.13,” each more twisted than the last. R S Khurmi Strength Of Materials
He paused. The number was high—too high for mild steel.
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
He needed a thicker section. Or a fillet at the support. Or both.
Khurmi listed them like a judge delivering verdicts: Maximum principal stress theory (Rankine). Maximum shear stress theory (Guest’s). Arjun chose the latter for ductile materials. He recalculated. Still failure. But Arjun now knew it was for something
Step by step, he followed Khurmi’s method. First, find the reaction. Then the shear force diagram. Then the maximum bending moment at the fixed end. He calculated the moment of inertia for a square section. Then the section modulus. Then stress.
For the first time, Arjun smiled at the book. Khurmi wasn’t just giving formulas—he was teaching engineering judgment. The book was a silent mentor, unforgiving but fair. It never let you guess. It made you derive, verify, and then doubt yourself until you understood.