I am not sure whether you are referring to analysis or design of curved member, also whether it is curved in plan or elevation. In general, if you model a curve member using curve beam option, the program analyzes the member only at the end, force is not computed at any intermediate point. If this member (curved in plan) is exported to RCDC, then program designs the member considering the end results only, as a straight member. For more accurate results, best approach is to model it using multiple linear line segments, which can be generated manually, from structure wizard, or using a custom macro.
I always get new skills through your videos,please keep on updating more videos every week
We are waiting for more,you have great presentation its very easy to understand
Thanks Eng. Ghosh. Kindly share with with the modelling process too.
very nice sir
Thank you sir for the video.
Hello sir may you create an excel for generating slab with varying thickness in analytical model
Can staad do curved beams sir
I am not sure whether you are referring to analysis or design of curved member, also whether it is curved in plan or elevation. In general, if you model a curve member using curve beam option, the program analyzes the member only at the end, force is not computed at any intermediate point. If this member (curved in plan) is exported to RCDC, then program designs the member considering the end results only, as a straight member.
For more accurate results, best approach is to model it using multiple linear line segments, which can be generated manually, from structure wizard, or using a custom macro.
so staad can't give schedule of inclined shear wall .......
As per my knowledge, no. Only RAM Elements has a standalone module which can design a tilt-up wall/shear wall using FEA results.