Guide to Design of Simple Beam | Design of Steel Structures

Design of Simple Beam A member carrying loads perpendicular to its axis is defined as a beam. For a simple floor beam, I-sections are used. M/I = (sigma) /y M = (I/y)(sigma) I/y = Z (section modulus) Therefore, M = z(sigma) When beams are loaded, bending stresses are developed at all sections. The bending stresses … Read moreGuide to Design of Simple Beam | Design of Steel Structures