By American Institute of Steel Construction
Read or Download Design Guide 1: Base Plate and Anchor Rod Design (Second Edition) PDF
Similar design books
Object-oriented database administration platforms are becoming in reputation, because of altering company wishes and the emergence of a number of plausible items. although, whereas so much database pros have had not less than a few publicity to the elemental recommendations of object-oriented programming, info bearing on particularly to object-oriented databases has remained tough to return through.
Note:More info on http://www. indmath. uni-linz. ac. at/www/ind/ecmi. html> ECMI
Health-care telematics in Germany were a miles mentioned subject lately. in line with the methodological origin of design-oriented artifact development in details platforms (IS) learn, particularly procedure engineering, Ali Sunyaev develops a mode for the organizational and technical research of defense concerns in future health care utilizing instruments, tools, and tactics in a based and traceable method.
- Transformer Design Prins - W. Appln to Core-Form Pwr Transformers
- Fundamentals of tunnel field effect transistors
- Digital Design : Basic Concepts and Principles
- Chaos Modeling and Control Systems Design (Studies in Computational Intelligence, Volume 581)
- Telefonbefragungen uber das Mobilfunknetz: Konzept, Design und Umsetzung einer Strategie zur Datenerhebung
- Architecture - Comfort and Energy
Additional info for Design Guide 1: Base Plate and Anchor Rod Design (Second Edition)
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.
Design Guide 1: Base Plate and Anchor Rod Design (Second Edition) by American Institute of Steel Construction