The normal stress at gage H calculated in Part 1 includes four components: an axial component due to load P, σaxial, P, a bending component due to load P, σbend, P, an axial component due to load Q, σaxial, Q, and a bending component due to load Q, σbend, Q. Calculate σaxial, P and σbend, P. Use the sign convention for normal stresses. If a normal stress component is tension, it is positive, and if it is compression, it is negative.

hello your question has some missing information attached to the answer is the missing component

Answer : αaxial,p = -6.034 ksi ( compressive )

             αbend,p = 19.648 ksi ( tensile )

Explanation:

αaxial, p =   equation 1

αbend, p = equation 2

P = load = 35 kips

A = area of column = 5.8

d = column cross section depth = 9.5 in

= 55.0

Hence equation 1 becomes

αaxial,p = -35 / 5.8 = - 6.034 ksi ( compressive )

equation 2 becomes

αbend, p = = + 19.648 ksi ( tensile )

no he didnt use it

explanation:

he said no

answer:

i dont know the answer but good luck

explanation: