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  1. Waldoa

    Roof diaphragm action with horizontal steel bracing

    Thanks Istructeuk for the document, really helpful!![bigsmile] Motorcity, my issue is that the seismic loads acting the steel deck exceed the connectors capacity of the deck, even with a spacing of 6 inches between the connectors. Then I will need to add horizontal x-braced to withstand the...
  2. Waldoa

    Roof diaphragm action with horizontal steel bracing

    We are designing a large commercial warehouse. The distance from the exteriors vertical bracing are large (around 300 ft.) We have a large axial load in the roof steel deck diaphragm, the loads exceed the resistance of the connectors of the deck. We decide to use steel angle (2L) sections as...
  3. Waldoa

    Shallow caisson and ties beams

    Hello, I am designing foundation for a warehouse where the level of bedrock is relatively high. Approximately 10 to 15 ft from the final grade. We will use caisson diameter from 3 to 4 ft. socketed 4 feet into bedrock. I was wondering if i still need to use ties beams considering that caisson...
  4. Waldoa

    Concrete reclaim tunnel

    I'm designing a concrete reclaim tunnel with 1.5meter thick walls and slab. I'm looking for a reference book or paper for any precautions to take care. Anyone have any can send me one, thanks
  5. Waldoa

    Concrete shear transfert between new and existing

    I would like to know a reference or a method to calculate the shear transfert of a new concrete beam to a concrete existing column. News rebars will be anchored on the side of the column, I don’t know if I can use the steel area of the rebars to transfert the shear? Thanks Waldo

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