Lightly Loaded Base Plates in which the plate size is approximately equal to the column size, were initially treated by Fling (1970) using an elastic plate bending approach and the assumption that the …

The material in this Guide is intended to provide guidelines for engineers and fabricators to design, detail, and specify column-base-plate and anchor rod connections in a manner that avoids common …

The purpose of this paper is to provide a design table that includes AISC Ninth as well as Eighth Edition base plates, and to compare the two designs. The basis for the design method contained in the AISC …

Choose a trial base plate size based on locating anchor rods with = ′′ steel edge distance and 2” clearance from the face of the column for installation, thus 4” beyond the HSS column in each direction.

The result of these studies on foundations with punch loading and fully loaded plates offer qualitative information on the behaviour of base plate foundations where the plate is only partially loaded by the …

HOW TO STUDY AND ANALYSE NON-RIGID BASE PLATES? As plate behaviour becomes non-linear, it requires a non-linear/complex solution to validate the base plate design. Non-linear behaviour …

Four base plates are shown for illustrative purposes, however, up to 100 plates may be designed and displayed in one run of this application. A summary of input and calculated values is shown on pages …