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Found 2 results

  1. abbaskhan2294
    I need design calculations or some example reference for the design of steel roof truss having UDL. As a result the members along with direct tensile and compression stresses are also subjected to secondary bending. I'm just confused about the strut chords in the truss and their design.
  2. Salman Khan
    Hi I am installing sandwich panel which is 19 feet x 35 feet. Load of panel per beam would be 2 tons. I am stuck with what size of Guarder should I use for beam bearing 2 tons on 35 feet. Some suggesting 8"x4", some suggesting 10"x5" and some suggesting use 8x4" with steel truss just below guarder. Can someone help me on this? I am attaching basic diagram. Regards Salman Khan
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