For any single floor building (Only load bearing walls no RCC columns)approximately how much depth of excavation required from GL and what will be minimum continuous strip footings cross requirements which is below the brick wall throughout its periphery and what will be the reinforce...
Hello Fellow Engineers,
As per AISC we need to consider vertical seismic (EQ+Y) acceleration when spectral response acceleration parameter at short periods will be equal or exceed 0.125
So, Sds => 0.125 (First criteria)
Please let me know if any other condition will be applicable here.
Hello fellow engineers,
I am designing a fire safety door which I need to support with hangers from floor slab. Where I face difficulty to connect the hangers with floor deck. So I have used P1000T Unistrut with 1/2" Kwik washer for 1/2" dia. hangers. Hanger reaction force is 500lbs. Refer...
Hello fellow engineers, Please get me a clear view on below clarification.
As per IS codal(IS 1905) provision we should not add tensile stress on Masonry which contact with water. So in flood prone areas during high wind masonry structure will affect with tensile stress on roof and nearby...
