I have a general question regarding the inter-storey drift. I am talking relative to NBCC95 and I am sure there would be a similar clause in other building codes. As we know that this is L/500 for the 10 year return period for serviceabilty.
To check this L/500 should we add the effect for...
Thank you very much for feedback. Actually I am not aware of the programming of this software. I think lot of structural engineers use this software for design of reinforced concrete slab. May be some body can specifically address this issue for SAFE.
I really appreciate all of those whocan give...
Hello
I am having a error message while using SAFE. This is Runtime error 5. Invalid procedure to call or argument. Any body has a clue what is this and where i can get information about these error messages. Any suggestion is highly appreciated.
Thanks
Hello All
I know when there is high shear and uplift at anchor bolts, we use shear lugs to transfer the shear to the footing. What are parameters that I should consider in the design. I would like to know any refrence on shear lug. Any feedback would be highly appreciated.
Thanks
I am doing concrete design and detailing. As i mentioned that I dealing with shear wall with in plane moment. Due to in plane moment e>L/6. how i am going to deal with it. how would i proption its width and length. Thank you for helping out.
