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Answer to question (a)
Factored load combinations are used for final dimensions usually only if M/P is greater than 0.5 times the dimension calculated using the service loads for either of the two directions. Bending moments and shear forces for the…
This wiki explains the complete workflow to perform the Direct Analysis Method using RAM Elements.
1.1 Introduction
In order to use the Direct Analysis Method, the next steps are required:
Definition and creation of Notional Loads. This is done…
When we use new/custom load groups the program is not generating Load Combinations for the respective Wind loads as it does when using default load groups. It seems to be generating as if we were using the cross combination option.
Current LEAP Bridge…
Hi Rafal,
The reinforcement is read only for the footings. If you have designed other elements in LEAP, they will not be created in OBM. This is something that we seek to implement in future versions of OBM.
Hello All
I am having a problem with reading reinforcement designed by leap bridge. After I got the model done using BIM work flow, I sent it to leap for design, then I got the design done and closed the leap bridge to update the model. After that…