s DETIs thhe tailure the three dimerscnai stet a tue 9 Stres

s) DETIs thhe tailure the three dimerscnai stet a tue 9) Stress conceentratiens a. Develeg en geiisthet smeutth surftaces Increase ragidy under staticating e Amgilg cckucing bending tresses a Ailof the abowe e None of the abeve 10) A new cennecting rest design grogusses to use a new chremium steel ailey which is cagabie of 20 ksi uitimate strength. Gves its t fictoors af 0. ss and ¢907. what is its endurance limit 1s6ks d zsoksi e None of the above tt) Suger-gesitien censders a. Nonlinear defermaton b large bending leads c Comdined lcading effects d All ef the above

Solution

11. It considers combined loading effects.

for combined loads beam behaves elastically.

super imposition is linear deformation.