Design of Industrial Truss - uap-bd.edu
www.uap-bd.edu › ce › anamCalculation of Point Dead Load: Total roof load including roofing, purlins, sagrods and bracings = 2.0 + 1.5 + 1.0 = 4.5 psf Purlin Spacing S p = 21.54 , Truss Spacing S t = 30 Concentrated roof loads on truss joints = 4.5 S p S t /1000 = 2.91 kips Assumed self-weight of truss = 100 lb/ft = 0.10 k/ft of horizontal span, to be equally divided
Basic Rigging Workbook - BNL
https://training.bnl.gov/demo/basicriggingworkbook.pdfload. The load must also have certified lifting points or be relatively easy to sling. Person-in-charge. Person appointed by the responsible manager or designee to direct critical or pre-engineered lifts. The person-in-charge must be present during the entire lifting operation and must have experience in handling similar types of equipment. The
Rigging formulas
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