Hello, yeah i have. Thats how i get that i dont't need that much of embedment length, i'm just not certain if there's a mimimum length that i should consider and if there is, where does it say.
Hello,
Max Tension = 132 kips
Max Shear = 62 kips
Base plate = 15.74" square
Plate thickness = 5/8"
Pedestal square 23.6"
Pedestal Height 40"
Base plate is embeded on pedestal on center.
Actually the tension requires 2 anchors only, however, tension+shear requires 4-1.75" anchors. Based on...
Hello people! I'm new at this and I hope I get some help around.
I'm designing the anchor rods on a concrete pedestal for tension and shear usnig the Design Guides for AISC 01. My result is to use 4 anchors of 1-3/4" of diameter and with that configuration I can manage all the minimal distances...
