Anchor bolt design spreadsheet4/17/2023 Concrete pull-out resistance is calculated based on effective conical surface area for standard holding down bolts, and based on effective punching shear perimeter for bolts with anchor plates Automatically calculates effective conical surface area based on given spacing between two bolts ![]() Checks bolt tension capacity, pull-out resistance, bond stress at bolt-grout and/or bolt-concrete interface Diagrams that clearly represent the design case Option to change between bolt total length and bolt embedment depth for quick calculations Covers 4.6, 8.8, 10.9, general and higher grade HSFG bolts post-installed or post-grouted), typically filled with grout or resin Ĭ) with anchor plates, typically used with positioning cones Covers all common types of holding down bolts:ī) post-drilled (i.e. ![]() A clear and easy to read output (all on a single page)
0 Comments
Leave a Reply.AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |