Maximum allowable (safe) bending stress for a beam AB under a constant distributed load as shown in the figure.
It is 40 MPa.
a) What is the maximum value of the length (L) of the beam in this case?
b) Draw the shear stress (τ) profile where the V (shear in section) force is greatest.
Hint: You can specify several points in the section and calculate the shear stress for those points.
Extracted text: blçüler nm Cinsindendir 140 q= 16 kN/m A L =? a 091