Answer Happy

PROBLEM STATEMENT In most engineering applications, structures are designed to be stiff so that their loads do not deform significantly. Simply supported beam is one of the most fundamental structures used in many industries and several engineering fields for different applications over decades. Simply supported beams are generally supported by both pinned and roller supports, and length has a much larger dimension when compared with the width and depth. In addition, bending stresses and deflection are the primary factors in designing beams. It is important to select members that can form symmetrical sections about the plane of loading, eliminating any unsymmetrical bending and torsion. Among the components of the beam design is the proportion of members, section modulus, bending stress, deflection, and shear stress. 54kN/m 75kN 27kNm anim DE -2m- 4m- -2m- -1.5m Figure 1: Simply supported beam Design a suitable I section for the alloy steel supported beam shown in figure 1. The beam consists of a triangular distributed loading at BCD, a point load at E and a fixed moment at G. B

PROBLEM STATEMENT In most engineering applications, structures are designed to be stiff so that their loads do not deform significantly. Simply supported beam is one of the most fundamental structures used in many industries and several engineering fields for different applications over decades. Simply supported beams are generally supported by both pinned and roller supports, and length has a much larger dimension when compared with the width and depth. In addition, bending stresses and deflection are the primary factors in designing beams. It is important to select members that can form symmetrical sections about the plane of loading, eliminating any unsymmetrical bending and torsion. Among the components of the beam design is the proportion of members, section modulus, bending stress, deflection, and shear stress. 54kN/m 75kN 27kNm anim DE -2m- 4m- -2m- Im 1.5m -1.5m- Figure 1: Simply supported beam Design a suitable I section for the alloy steel supported beam shown in figure 1. The beam consists of a triangular distributed loading at BCD, a point load at E and a fixed moment at G. B