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  1. What will be the live load or any other load specified for Helipad on buildings. how we apply these loads on structures using ETABS. ASCE 07 Occupancy or Use Uniform psf (kN/m2) Conc. lb (kN) Helipads...
  2. if any one having some good material related to designing helipad kindly share it here.. i've to design helipad having 75 ft dia..
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