sellam
15th October 2009, 12:44 PM
Hi Tony,
I frequenty need to design a beam under a wall that has a beam supported on top of the wall. Even though I can add the supported beam as a point load, it would be just that much better if the reaction could be spread over a length of the new beam under. I tried adding the beam reaction as a point load and then editing it to be a partial udl putting the text string of the load in brackets and dividing it by a length, but it was not to be!
Can this be something that may be added in the future?
Regards,
Steve
I frequenty need to design a beam under a wall that has a beam supported on top of the wall. Even though I can add the supported beam as a point load, it would be just that much better if the reaction could be spread over a length of the new beam under. I tried adding the beam reaction as a point load and then editing it to be a partial udl putting the text string of the load in brackets and dividing it by a length, but it was not to be!
Can this be something that may be added in the future?
Regards,
Steve