American Institute of Steel Construction's Design Guide 1: Base Plate and Anchor Rod Design (Second PDF

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Additional info for Design Guide 1: Base Plate and Anchor Rod Design (Second Edition)

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Must be adjusted. DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN / 39 Using the adjusted edge distance the 1�-in. rods are still adequate. 08 in. 6 kips, which is greater than the required strength per rod = 52 kips. For completeness determine the embedment length for the anchor rods. 26 in.  Use a total embedment of 4 in. for the flange and base plate. 9 Example: Shear Lug Design Try 18 in. of embedment. The design concrete breakout strength is A  φ N cbg = φψ 316 f c′ hef 5 / 3  N  for hef > 11 in.

Doublenut joints are very stiff and reliable for transmitting moment to the foundation. Because tall pole-type structures are nonredundant and are subject to fatigue due to wind flutter special inspection and tightening procedures should be used. , 1996). The base plates of light and sign standards are not grouted after erection, and the rod carries the all of the structural load.

1 Concrete Bearing and Anchor Rod Forces The bearing pressure, q, is equal to the maximum value, qmax, for eccentricities greater than ecrit. 1. 2) where T equals the anchor rod required tensile strength. Also, the summation of moments taken about the point B must equal zero. 3 be positive or zero and provide a real solution. 4 is not satisfied, a larger plate is required. 3) The concrete bearing force is given by the product qmaxY. 2. 3 is not possible. In that case, an increase in plate dimensions is required.

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Design Guide 1: Base Plate and Anchor Rod Design (Second Edition) by American Institute of Steel Construction

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