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The purpose of this standard is to provide guidance to facilitate the design, manufacture, and procurement of welded steel tanks for the storage of water. This standard does not cover all details of design and construction because of the large variety of sizes and shapes of tanks. Where details for any specific design are not given, it is intended that the constructor, subject to the approval of the purchaser, shall provide details that are designed and constructed to be adequate and as safe as those that would otherwise be provided under this standard. This standard does not cover concrete steel composite tank construction. Section 1 covers general topics such as scope, definitions, guarantee, drawings to be furnished, and references. Section 2 discusses material specifications. Section 3 details general design. Section 4 addresses the sizing and design of elevated tanks. Accessories for elevated tanks are discussed in Section 5. Section 6 covers sizing of ground supported standpipes and reservoirs. Accessories for ground supported standpipes and reservoirs are detailed in Section 7. Sections 8 through 15 include welding, shop fabrication, erection, inspection and testing, foundation design, seismic design of water storage tanks, alternative design basis for standpipes and reservoirs, and structurally supported aluminum dome roofs, respectively. The major revisions in this edition of ANSI/AWWA D100-96 include the following: Section 2 includes new data on the types and thicknesses of materials and their uses in tank construction. Section 3 has been extensively revised in the area of design load definitions, and the reference tables, figures and equations used in the design of welded steel tanks. Minimum plate thicknesses, roofs, anchor bolts, and flush-type cleanouts have been defined. The buckling requirements of conical and double-curved shells have been clarified. Section 4 clarifies the design of tension members carrying wind and seismic loads and steel risers. Updates of criteria for accessories including safety grills, overflows, and screening have been added to Sec. 5. Section 7 includes updates similar to those found in Sec. 5. Section 8, concerning the quality control of welders, welding operators, and welding inspectors, has been expanded to improve quality control during construction. Critical joint details, materials, and sizes of welds are also clarified. Section 10 has been revised to better define temperature limits for welding and limits of weld reinforcement.' Section 11 includes extensive changes concerning the inspection of welded joints. Tank shell, tubular support, columns, tension member bracing, and large diameter riser joints are discussed, and radiograph requirements have been revised. The penetrometer techniques and details have also been revised to conform to ASME criteria. Section 12 has minor changes, and Sec. 12.6 concerning foundations for flat bottom tanks has been revised. Section 13 covering seismic design has extensive revisions updating the methods to calculate forces and stresses. A new seismic map of the United States is included along with new and revised equations for calculating such things as hydrodynamic seismic hoop tensile stresses, and sloshing wave height to determine minimum freeboard. Appendix C of the previous edition has been incorporated into the standard as Sec. 14. Reference standards have been moved to Sec. 1. Electrode criteria and requirements for permanent and temporary attachment criteria have been revised. The type of inspection and number of weld joint inspections have also been updated for better quality control. A new Section 15, entitled Structurally Supported Aluminum Dome Roofs, has been added. It provides the purchaser with the flexibility to choose an alternative roof system. The entire standard was reviewed carefully, and minor changes were made in many of the section to improve understanding and readability. Tabulated values and equations throughout this standard have been revised to include English and SI units of measurement. In the event of a discrepancy between the values, the English values shall govern.
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Wood calculations on German language easy to read and understand !
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Dimension Stone Cladding: Design, Construction, Evaluation, and Repair (STP 1394)
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Dimension Stone Cladding: Design, Construction, Evaluation, and Repair
(ASTM Special Technical Publication, 1394)
By et al Symposium on Dimension Stone Cladding (Corporate Author)
Publisher: ASTM International
2000-12-01
190 Pages
ISBN: 0803128754
PDF 4 MB
STP 1394 covers the latest concepts in new stone cladding and the rehabilitation of existing stone cladding installations. 13 peer-reviewed papers are grouped into four sections: Stone Cladding Preconstruction Evaluation--examines doctoral thesis research work performed at the University of Illinois, regarding the use of impulse-generated stress waves as a nondestructive means of determining stone properties. Stone Weathering And Durability--details methods of durability assessment currently used in the U.S. and European Community; discusses the relationships between crystalline structure, thermal hysteresis, and bowing of Carrara marble panels; and offers a case history assessing the root causes of weathering-induced damage to an 80 year old granite facade and explores a variety of restorative treatment methods. Design Of Stone Cladding Systems--addresses granite design issues involving wind and gravity support systems. Investigation And Restoration Of Existing Stone Cladding Systems--offer a variety of case studies, observations, and specific recommendations regarding investigative means and repair methods used to address distressed stone facades. This publication will be of interest to • Designers • Building Owners • Architects • Engineers • Contractors • Rehabilitation Specialists
Table of Contents Overview Nondestructive Evaluation of Dimension Stone Using Impulse-Generated Stress Waves: Part 1 — Theoretical Aspects and Experimental Prospects
dos Reis H., Habboub A. Nondestructive Evaluation of Dimension Stone Using Impulse-Generated Stress Waves: Part 2—Estimation of Complex Moduli
dos Reis H., Habboub A. Nondestructive Evaluation of Dimension Stone Using Impulse Generated Stress Waves: Part 3—Microstructure Characterization
dos Reis H., Habboub A. Assessment of the Durability of Porous Limestones: Specification and Interpretation of Test Data in UK Practice
Miglio B., Richardson D., Yates T., West D. Contribution to a Better Understanding of the Mechanism Causing Dishing Failures of the Carrara Marble When Used for Outside Building Facades
Erlin B. Natural Weathering of Granite: A Case Study
Scheffler M., Lesak J. Review of Durability Testing in the United States and Europe
Bortz S., Wonneberger B. Design and Selection of Exterior Granite Pavers
Gerns E., Wonneberger B., Scheffler M. Anchorage Pullout Strength in Granite: Design and Fabrication Influences
West D., Heinlein M. Repair Methods for Stone Facades
Hoigard K., Mulholland G. Common Causes of Failures of Stone Claddings on Buildings
Chin I. Thin Stone Veneer/Study and Remediation
Solinski J. In-Place Load Testing of a Stone Cladding Anchorage System
Scavuzzo R., Acri J.
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The Stadium: Architecture for the New Global Culture
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The Stadium: Architecture for the New Global Culture
R. Sheard, R. Powell, P. Cook,
Periplus Editions
ISBN: 0794603351
2005-07-15
PDF 360 Mb
208 pages
Get into the center of the action with The Stadium, a book that takes you to some of the finest event centers across the globe.
Sports fans in the United States can revisit their own home fields such as the Reliant Stadium in Houston, SBC Park in San Francisco, Oriole Park in Baltimore, and experience international attractions such as the Millennium Stadium in Cardiff, Wembley in London, Arsenal in London, and the Olympic Stadium in Sydney. With 250 eye-popping photos and 70 architectural plans,this book defines the stadium as a worlwide cultural icon.
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NATIONAL BUILDING CODE OF INDIA 2005
(Loads forces & Effects)
Part 6: Structural Design
(Section 1: Loads, Forces and Effects)
This Section covers basic design loads to be assumed in the design of buildings, the imposed loads, wind loads, seismic loads, snow loads and other loads, which are specified herein are minimum working loads which should be taken into consideration of design.
This is scan from hard copy - quality is not so good but workable.
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Description:
BS 8500 - Concrete, is the complementary British Standard to BS EN 206 - 1 and was first published in March 2002. It provides substantial national provisions not covered in BS EN 206 - 1. Both documents replaced BS 5328, Concrete, in December 2003. BS 8500 was updated in November 2006.
The standard is in two parts:
- Method of specifying and guidance for the specifier
- Specification for constituent materials and concrete.
Part 1 is for the specifier i.e. the person or body establishing the specification for the fresh and hardened concrete or who passes the specification to the producer, in other words the purchaser of the ready-mixed concrete.
Part 2 is for the producer and contains specification requirements for the producer.
Acknowledgement: The Concrete Society
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Post-Tensioned Concrete Walls and Frames for Seismic-Resistance
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This case-study describes an innovative application of post-tensioned concrete construction in the new David Brower Center urban mixed-use development.
The use of post-tensioning in concrete structures to resist gravity loads is a well established technology with wide application. Recent advances in design practice and analysis techniques are demonstrating that post-tensioning also offers significant cost and performance benefits when incorporated into seismic resisting concrete walls and frames.
For more information the download link has been provided.
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Hi CIVILEA comunity, I found in other page this great soft: STAAD V8i but in Portable Version... I downloaded and... working ¡¡
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Revit Architecture allows architects to focus on designing buildings, without design software or application learning curves getting in the way. Work in any view, iterate throughout your different design phases, and quickly and easily make changes to major compositional elements. Create comprehensive design proposals in record time. See your ideas realized on the fly with 3D views and fully rendered scenes. You can even make late-stage changes with full confidence that your plans, schedules, and construction documents are coordinated.
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Quote:This is not version "suite". I think it is different from Revit Structure 2009 Suite so i posted it.
If moderator or admin don't agree with me, you can delete this threat.
Hope to help somebody download more easiler.
Thanks
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