This was a problem was in the final exam of my class:
A part design call for a 135 N (30.375 lbs) load to be suspended from the center of a beam 25mm (0.985 in) tall, 6.5mm (0.256in) thick and 165mm(6.5in) long simply supported at its ends. The part specification requires that the beam not sag more than 15mm (0.591in) after 30 days continuous loading. The designer whishes to use HYTREL 6356 for this part.
a) Calculate the bending stress
b) Will the material meet the sag requirement?