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Title: Ultimate Capacity of Single Bolted Angel Connections
Authors: John B. Kennedy, M.ASCE, and George R. Sinclair
Publication: Journal of the Structural Division, Volume 95, Issue 8
Date: Aug 1969
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Published Code : ESDU 21004
Code Title: The Statistical Analysis of Fatigue Data Using the Weibull Distribution
Published By : ESDU
Publication Date : 2021-07
Pages Count : 51
Language : English
File Size : 1.2 MB
ISBN : 9781862468641
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Description:
ESDU 20014 presents methods of using statistical analyses to interpret fatigue data and to predict the life of a component subject to fatigue. In this Data Item, an introduction to continuous distributions is given including an overview of probability density functions, cumulative distribution functions, the reliability function and the hazard rate function. A brief overview to the normal distribution and the log normal distribution is also provided for reference. The statistical analysis of fatigue life data using the Weibull distribution is considered in detail in this Data Item. An examination of reliability theory, the influence of the Weibull parameters on the distribution, the various sources of uncertainty and the use of confidence bounds when interpreting the data are given. The Weibull weakest-link probability theory and its use for analysing the size effect is discussed. The introduction to analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined and two fully worked examples are provided. The analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined, and two fully worked examples are provided.
This guide presents recommendations for producing cast-in-place architectural concrete. The importance of specified materials, forming, concrete placement, curing, additional treatment, inspection, and their effect on the appearance of the finished product are discussed. Architectural concrete requires special construction techniques, materials, and requirements that are unique to each project. The specific recommendations and information presented in this guide should be used accordingly.
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Various roadmaps have been developed by the cement and concrete industry that highlight the need for a significant reduction of carbon dioxide (CO2) emissions associated with concrete production. One strategy to reduce emissions is to reduce the clinker content in concrete. This can be accomplished by optimizing aggregate gradations or chemical admixtures to reduce total cement content used or use cementitious materials that have a low percent of clinker in them. However, low-clinker (content) concretes may, or may be perceived to, suffer from lower early-age strengths, which have limited their application in practice. This TechNote discusses low-clinker concrete, primarily obtained through the use of supplementary cementitious materials (SCMs), and provides practical advice concerning the strength of these mixtures at early ages (from setting to 7 days).
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This guide reviews and describes practices, procedures, materials, and monitoring methods for the external curing of concrete and provides guidance for specifying curing procedures. Current curing techniques are presented, and commonly accepted methods, procedures, and materials are described. Methods are given for curing structures and buildings, pavements and other slabs-on-ground, and for mass concrete. Curing methods for several specific categories of cement-based products are discussed in this document.
The materials, processes, quality control measures, and inspections described in this document should be tested, monitored, or performed as applicable only by individuals holding the appropriate ACI certifications or equivalent.
Keywords:
cold weather construction; curing compound; hot weather construction; mass concrete; reinforced concrete; sealer; shotcrete; slabs-on-ground.
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If you own an original CSI Software perpetual license and since they shut down the license server and move to cloud licensing services; when you switch your license from stand alone to cloud licensing (they are all expiring soon anyways) they give you a valid license for the latest version of the software. It doesn't matter the version of the software you own. I've seen upgrades from version 12 to 23. All this for free.
ASCE MOP 160-Overhead Power Line and Substation Foundations: State of Practice, Basics, Type Selection, Geotechnical Topics, and Specialty Analysis
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Abstract: Overhead Power Line and Substation Foundations: State of Practice, Basics, Type Selection, Geotechnical Topics, and Specialty Analysis, MOP 160, provides an overview of the best practices and recommendations regarding the analysis, design, and construction of electrical overhead power line structure and substation structure foundations and summarizes the most common foundation design considerations.
Topics include
· Basics of overhead power line and substation foundation design,
Posted by: poolmand - 06-21-2026, 07:00 AM - Forum: CSiXCAD
- No Replies
CSI CSiXCAD v21.0.0.0167
Size: 210 MB
TAKE YOUR MODELS STRAIGHT TO CAD
CSiXCADTM is a plugin for AutoCAD®, BricsCAD®, and ZWCAD® that streamlines drawing production by directly interacting with ETABS®, SAP2000®, and SAFE®.
CSiXCAD provides a live link between structural models defined and maintained in ETABS, SAP2000 or SAFE and the drawings documenting them in the CAD software. Both steel and reinforced-concrete structures are supported.
CSiXCAD requires its own license. ETABS, SAP2000 or SAFE must be installed and licensed on the same machine where CSiXCAD is being used when transferring data.
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