how to design the column an beam reinforcement for concrete building's an generate drawings of full building's with reinforcement an views .please reply
That's a good question, till now I did not find any option of using un-factored load combination for foundation design, like we can do in Bentley RCDC. As we know for foundation design we should use un-factored load combination because in soil test report the SBC is already calculated using a FOS of 2.5.
@@MainakChoudhury Thanks for the reply, my solution would be creating a copy of the project and delete the previous load combinations and create service load combination only. However, this solution is not enough since it will be only for bearing pressure, not punching shear or bending moment since these require ultimate load combination. Would like to hear how you would solve this.
