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Hi, Please advise, can we design timber struss as well with staad pro? Thanks
Load calculations are very important. How you assumed 10kn at panel nodes ?
Group of members with preliminary sections assigned is the correct method
In truss one support is fixed other pinned as per I hv heard
In practical, there are loads on frames too, not only on joints.
Apply load on joints only created stress in member
We don't get any connection design for truss. Pls share some vedios about this.
Why you give Fyld as 450000 insted of 250000
Isn't Fixed But for hinge support?
That is for roller....hinge is also called as pinned.
Sir please one video on applying of snow load in staad pro
Need more information about this
Ok Sure
😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂
Hi, Please advise, can we design timber struss as well with staad pro? Thanks
Load calculations are very important. How you assumed 10kn at panel nodes ?
Group of members with preliminary sections assigned is the correct method
In truss one support is fixed other pinned as per I hv heard
In practical, there are loads on frames too, not only on joints.
Apply load on joints only created stress in member
We don't get any connection design for truss. Pls share some vedios about this.
Why you give Fyld as 450000 insted of 250000
Isn't Fixed But for hinge support?
That is for roller....hinge is also called as pinned.
Sir please one video on applying of snow load in staad pro
Need more information about this
Ok Sure
😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂😂