7.70 Estimate the maximum bending force required for a 2-mm thick and 250-mm wide Ti-6Al-4V titanium...
Estimate the maximum bending force required for a 1/8 in. thick and 10 in. wide Ti-5 Al- 2.5Sn titanium alloy in a v-die with a width of 8 in. estimate the force required for deep drawing, with a blank diameter of 12 in. and punch diameter of 9 in.
Problem 4 (10 pts) A cold-rolled yellow-brass plate, 250 mm long, 150 mm wide and 6 mm thick is subjected to a 100 kN centric axial load along its length, as shown. If E-1 1 1 GPa and v 0.3, determine the new dimensions of the plate I5o l ic cuhiected i to an axial tensile force of 5kN. If the maximum allowable normal
4) 20 Marks A builder strengthens a 150 mmx 250 mm timber beam by connecting three 10 mm thick steel plates to the top and the two sides of the beam as shown below (there is no steel plate on the bottom). The beam acts compositely. It should be assumed that Eimber 10000 MPa and Esteel 200000 MPa and the materials exhibit linear elastic behaviour. The beam has a total length of 5 m. Steel has a density of 7800...
Determine the shear force and bending moment equation throughout the beam as a function of x. This means that you need to give formulas for V(x) and M(x) along the length of the beam. Sketch and label the shear force and bending moment diagrams. 100 mm 3 kN/m 220 mm 4 m 2 m All thicknesses - 10 mm A19 IH APPENDIX C Properties of Rolled-Steel Shapes (SI Units) Continued from page A18 W Shapes (Wide Flange Shapes) Flange Axis...