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  • Users: SHAFEEH
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  1. SHAFEEH

    Wind load on canopies at ground floor (cantilevered glass canopy supported on first floor concrete slab) for building height > 18meter

    1. I have a glass canopy with steel structure which is fixed to the first floor slab of the building. The total building height is more than 100meter. But the canopy height from the ground is 5m only. How can i get the net pressure coefficients for the canopy in this case? ASCE-7 provides...
  2. SHAFEEH

    Design criteria for shaft frame

    Refering thread507-378923 Dear gents, I am very new to the world of structural engineering and i got a 3 story elevator shaft work. (steel framed shaft with point supported glass paneling). I cant find any relevant code for elevator shaft and i dont know much about the loads coming on the...

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