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  • Users: levey12
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  1. levey12

    Crane Runway Lateral Bracing Requirements

    I am in the preliminary design phase for a 50 ton crane system with crane runway beam spans varying from 35ft to a max. of 82ft. I would appreciate any advice for the lateral bracing requirements for both the top and bottom flanges of the crane runway beams. The rail beams are simple span. For...
  2. levey12

    Ext. Crane Way Support and bracing

    I am an EIT working on a preliminary design for an exterior crane system. The crane bay is 80’ wide with rail beams that span 30’ and an approximate height of 25’. One side of the crane bay is supported by A-frame columns; however, the other side has obstructions, which forced me to consider...

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