In un-cracked reinforced concrete columns the actual bending compressive stress is obtained as -
(a) M / bjd2
(b) M / Z
(c) P / A
(d) M / P.
where M = bending moment. b = width of the column section. jd = lever arm distances. A= area of the transformed section.
Z= sectional modulus of the transformed section. P= axial force and d = distance of steel from the extreme compressive fiber.
The correct Answer Is
(b) M / Z
(a) M / bjd2
(b) M / Z
(c) P / A
(d) M / P.
where M = bending moment. b = width of the column section. jd = lever arm distances. A= area of the transformed section.
Z= sectional modulus of the transformed section. P= axial force and d = distance of steel from the extreme compressive fiber.
The correct Answer Is
(b) M / Z