A fixed end 1-beam (Figs. 1 & 2 below, Case 14, Table A-9, Textbook) is to be loaded with a concentrated load P at the c
Posted: Sun Jul 10, 2022 11:43 am
14 Fixed supports-center load 1. -1/2 1 t Ri= R₁ - M₁-M₂- Vis --Vic- MAS (4-1) Mac= The maximum stress o is given by Mc/I, where FX YARET(4-M) You FP 19211 Figure 2 Shear and Moment Diagrams for Fixed End Beam FI (continued) M is the maximum moment (Fig. 2 above, Table A-9, Textbook) c is one half beam height I is 2nd area moment of inertia, (Fig. 3 below) Using an Excel spreadsheet keeping the beam geometry the same, find the maximum permissible center load "p" for each material considering the following cases in your analysis (increase the center load by 2000 l increments on spreadsheet): 1. Maximum deflection considerations (You loss of function deflection is 0.5 inch, therefore maximum allowable deflection is 0.25 inch with a factor of safety, n = 2)) 2. Maximum stress considerations (o shall not exceed S,/2 of the material with a strength factor of safety, n = 2) 3. Minimum cost considerations (which material can handle the highest load at minimum cost?) 4. Minimum weight considerations (which material has the lightest weight and is able to handle maximum load?)