The minimum edge distance required uses limitation for torque controlled anchors (actual minimum edge distance per section 7.7)Ħ. This program assumes that the studs are not post-tensioned, post-installed, or torqued controlled anchors. This spreadsheet, as well as the provisions of Appendix D, do not apply to the design of anchors in hinge zones of concrete structures under seismicĥ. The required strength is calculated from the applicable load combinations in Section 9.2.Ĥ. Of anchor forces and that the attachment that distributes the loads to the anchors is sufficiently stiff.ģ. This program assumes that the anchor strength is not governed by ductile yielding of the anchored steel which would cause significant redistribution The bearing capacity is calculated per Section 10 & 11 of ACI 318.Ģ.
Shear and tensionĮmbedment strength is calculated per Appendix D of ACI 318. This spreadsheet program is intended to analyze and design the embedment of four headed concrete anchors affixed to a rigid plate. Program Environment:Microsoft Office Excel 2003ġ. The spreadsheet isĭesigned to find the embedment strength in concrete for the required plate within certain concrete parameters. Program Description: 'EMBEDPL2.xls' is a MS-Excel spreadsheet workbook for the analysis of (2) Headed Concrete Anchors, HCA, per ACI 318-08, Appendix D.
'EMBEDPL2' - Embedment Strength of stud plate