Dear All,
Me and my colleagues recently evaluated Autodesk Structural Detailing for Steel. The sample project is shared herein. Following are the key features:-
i) A Simple Steel Structure Framming consisting of a platform for equipments, a Monorail/joist rail structure and Roofing along with facade/clading on three sides.
ii) The member sizing and connections are detailed on rules of thumb, just to evaluate the capability of ASD.
iii) The given file was created with Autodesk Structural Detailing 2012 with service Pack 4.
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Posted by: shalaka - 10-31-2012, 06:53 AM - Forum: Archive
- No Replies
I need these books
1. Full title: Hydraulic Machinery and Cavitation: Proceedings of the XVIII IAHR Symposium on Hydraulic Machinery and Cavitation, Volume 1
# Author(s): Enrique Cabrera, Vicent Espert, Fernando Martínez
# Pages: 1181
# Language: e.g. English
# ISBN-10: 0792342100
# ISBN-13: 9780792342106
# Editors: Enrique Cabrera, Vicent Espert, Fernando Martínez
# Contributor: Universidad Politécnica de Valencia
# Edition: illustrated
# Publisher: Springer, 1996
#Length: 1181 pages
2. Title: Hydraulic design of hydraulic machinery
# Editor: H. C. Radha Krishna
# Contributor: H. C. Radha Krishna
# Edition: illustrated
# Publisher: Avebury, 1997
# Digitized: 6 Dec 2007
# ISBN-10: 0291398510
# ISBN-13: 9780291398512
# Length: 570 pages
Risk management in context
This book is intended for all who want a comprehensive introduction to the theory and application of risk management. It sets out an integrated introduction to the management of risk in public and private organizations. Studying this book will provide insight into the world of risk management and may also help readers decide whether risk management is a suitable career option for them.
Many readers will wish to use this book in order to gain a better understanding of risk and risk management and thereby fulfi l the primary responsibilities of their jobs with an enhanced understanding of risk. This book is designed to deliver the syllabus of the International Certificate in Risk Management qualifi cation of the Institute of Risk Management. However, it also acts as an introduction to the discipline of risk management for those interested in the subject but not (yet) undertaking a course of study.
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Hello,
This is not request for program or any problem regarding it.
I have a question regarding software named FEAP:
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The software can be used in various ways, structural analysis regarding, but I'm interested the use of it in geotechnical problems.
I was wondering if someone among us is using this program and if he has implemented some other plasticity theory in to it, like Mohr - Coulomb criterion.
This book provides state-of-the-practice guidelines for the computation of wind-induced forces on industrial facilities with structural features outside the scope of current codes and standards. Without adequate standards, companies and their engineers developed techniques to calculate the wind loads for their facilities.
This report is intended for use by engineers who design industrial facilities and assumes familiarity with Standard ASCE 7, Minimum Design Loads for Buildings and Other Structures. It will also be useful to company managers who are responsible for establishing wind-load design and construction standards and to local building authorities.
The result is a wide variation in practice and inconsistent structural reliability. To encourage uniform wind load calculations, this report first reviews existing design practices for pipe racks and bridges, open and partially clad frame structures, vessels, tanks, steel stacks, cooling towers, and air coolers.
Then, recommended guidelines are presented for design methods and the analytical determination of wind loads. Worked calculations for six example situations are included to illustrate the application of the recommended guidelines.
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This publication encompasses the educational materials developed during the past five decades on the welding of steel structures and specifically directs it toward structural engineers and other design professionals. Effort has been made to condense the vast technological information into this volume. Numerous reading materials have been referenced at the end of each chapter for the reader to pursue further study.
This publication is useful both as a primer for design engineers who are searching for welding knowledge, and as an important source book for welding information. Major topics addressed in this publication are as follows:
Welding Processes
Health and Safety
Welding Terms and Definitions
Welding Codes and Standards
Weld Joints, Weld Types and Welding Symbols
Metal Arc Welding Processes (SMAW, GMAW, FCAW, SAW)
Welding Metallurgy
Residual Stress and Distortion
Fracture and Fatigue of Welded Structures
Welding Design Principles
Welds Faults and Inspection
Weld Cost Estimating
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Dear fellow CivilEAns,
I would like to count the number of "accepted" or "deferred" automatically using excel formulae.
You may write out , in excel, "accepted" and "deferred" a number of times so you may show me using excel formulae how they may automatically be counted say 5 accepted and 10 deferred. the 5 and 10 should be automatically generated using excel and not manually (because this gets hectic).
An image is appended.
Development of Precast Bridge Deck Overhang System
Author: Trejo, David Kim, Young Hoon | Size: 1.18 MB | Format:PDF | Quality:Original preprint | Publisher: Texas Transportation Institute | Year: 2010 | pages: 60
The implementation of full-depth, precast overhang panel systems has the potential to improve constructability, productivity, and make bridges more economical. Initial testing and analyses reported in the 0-6100-2 report resulted in a design that required a large number of shear pockets in the overhang panels. The general design methodology used in this report was to determine the number of connectors based on the shear capacity of a girder with conventional R-bars (not necessarily based on the required demand). The large number of shear pockets reduced the constructability and economy of the precast overhang system. Report 0-6100-1 (produced after 0-6100-2) used the American Association of State Highway Officials Load and Resistance Factor Design (AASHTO LRFD [2008]) demand requirements to design the number of shear pockets for a precast overhang panel system and reported that the number of pockets per panel could be reduced from the numbers reported in report 0-6100-2. However, this report only included an analysis for one beam type and one span length. In addition, the demand load used did not include all factors typically used by designers. Additional testing was required to assess different connector systems and further analyses were needed for the new Texas Department of Transportation (TxDOT) girders. The testing and analyses documented in this report (0-6100-3) provides a new equation for determining the number of shear pockets required for the various shear connector/coupler systems evaluated in this research. This equation was used to determine the number of shear pockets required for the newer TxDOT girders. Results from this research indicate that the roughened surface provides strong adhesion between the top girder surface and a precast panel. Steel reinforcing hoops placed in the shear pocket and shear reinforcing hoops placed in the overhang panel around the opening of the shear pocket provided limited or no improvement in capacity of the shear connector/coupler system. Hollow structural section (HSS) steel tubes placed around the perimeter of the shear pocket during fabrication did result in samples with higher shear capacities and could result in overhang panels with fewer shear pockets. This system could make constructing bridges with precast overhang systems more constructible, economical, and could reduce the construction time.
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