1. Write the general equations for the Shear and Bending Moment for this simply supported beam in the region between the supports. JUST / CUT a) Determine the value of the reactions? What is the maximum shear? Identify the location on the beam where shear = 0. What is the maximum bending moment? 2x103 lb-ft 500 lb/ft not needed (15 min. -25 pt.) 18 800 lb 2 16-67 w=lsalia) 5,000 50" B M Fx =0 = Rexh 3 ft 10 ft To Pay Cut 316-67 2110 2 ft 23223 H 2. A uniform, simply supported I-beam has a concentrated load at B with a uniform load as shown, spanning from C to D. (15 min.-25 pt.) DRAW the Shear and Bending Moment Diagrams. Show and label the maximum SHEAR and the maximum MOMENT values. Determine the maximum bending stress for this I-beam. = My M EI I 2 m 15 kN W 5 kN/m B Because questio "your Properties for the I-beam: W310 x 60 Depth of beam = 310 mm E = 200 GPa I = 129 x 106 mm * 5 m =5(5)=25 M find 5 m D Rey But LON M