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Very good
May I ask when should we choose "Friction" or "Anchor" as shear force transfer?
do you add the load effects factored or unfactored.
Load is in ULS
connected membeer is overloaded what does it mean
thanks
You're welcome!
i tried this, but also noticed that you have to offset the concrete a significant amount for the anchor bolts to pass....else it keeps failing. any reason why ?
You can't hear anything
i followed you step by stem post calculate it is showing anchors as not calculated and green tick is not there.
Its calculate the result is green
Very good
May I ask when should we choose "Friction" or "Anchor" as shear force transfer?
do you add the load effects factored or unfactored.
Load is in ULS
connected membeer is overloaded
what does it mean
thanks
You're welcome!
i tried this, but also noticed that you have to offset the concrete a significant amount for the anchor bolts to pass....else it keeps failing. any reason why ?
You can't hear anything
i followed you step by stem post calculate it is showing anchors as not calculated and green tick is not there.
Its calculate the result is green