In general in the design of a section by limit method, it is assumed that
[ A ] the stress in steel to reach its yield limit before concrete failure
[ B ] the stress in concrete to reach its permissible limit before to reach yield stress in steel
[ C ] stresses in both concrete and steel reach their permissible values simultaneously
[ D ] none of the above are correct
[ A ] the stress in steel to reach its yield limit before concrete failure
[ B ] the stress in concrete to reach its permissible limit before to reach yield stress in steel
[ C ] stresses in both concrete and steel reach their permissible values simultaneously
[ D ] none of the above are correct