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Wind Velocity in ASCE 7-10
Wind Velocity in ASCE 7 -10 3/09/201 6 ASCE 7-10, “Minimum Design Loads for Buildings and Other Structures”, introduces significant changes to wind load design. The 2010 edition is the first edition of ASCE-7 where the basic wind speed map from ASCE 7’s previous editions has been replaced with three ultimate design
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Common Errors in Truss Design-10-31-17 - mitek-us.com
www.mitek-us.comPage 5 of 11 Common Errors in Truss Design 10 /31 /201 7 9. Raised heel valley trusses. Valley trusses will not have sheathing applied to one of its faces to stabilize it so be sure to add a web and
ROOF & FLOOR TRUSSES
www.mitek-us.comMetal Plate Connected Wood Trusses, HIB-91”, by permission of Truss Plate Institute, Inc. 4 STORAGE Trusses should be stored in a stable position to prevent toppling and/or shifting. If trusses are stored horizontally, the blocking should be eight to ten foot centers to prevent lateral bending. If the truss bundle is to be stored for more
ASCE 7 Occupancy/Risk Categories
www.mitek-us.comOccupancy/Risk Category in MiTek 20/20 Engineering Occupancy/Risk Category in Structure with Truss Design Category I is intended for buildings that have a “low hazard to human life in the event of a failure”. This includes buildings where there’s no human occupancy, or only for a very short time, mainly just
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