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Posted by: TAFATNEB - 12-19-2014, 10:05 AM - Forum: Concrete
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Reinforced Concrete Designer's Handbook 1988
Author: C.E. Reynolds, J. Steedman | Size: 14.7 MB | Format:PDF | Quality:Unspecified | Publisher: E & FN Spon, Taylor & Francis Group | Year: 1999 | pages: 449
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Chapter 1 - Outline and Scope of Foundation Engineering
Pages 17-30
Chapter 2 - Engineering Geology
Pages 33-35
Chapter 3 - Soil Mechanics
Pages 36-47
Chapter 4 - Engineering Properties of Soils
Pages 48-77
Chapter 5 - Settlement of Soils
Pages 78-101
Chapter 6 - Bearing Capacity of Soils
Pages 102-110
Chapter 7 - Seepage
Pages 111-133
Chapter 8 - Rock Mechanics
Pages 134-138
Chapter 9 - Design of the Footing Area of Shallow Footings
Pages 141-164
Chapter 10 - Open Cut Foundation Pits
Pages 165-185
Chapter 11 - Bracing
Pages 186-218
Chapter 12 - Sheet Pile Walls and Land Cofferdams
Pages 219-261
Chapter 13 - Cofferdams
Pages 262-299
Chapter 14 - Dewatering
Pages 300-324
Chapter 15 - Piles
Pages 327-406
Chapter 16 - Drilled Piers
Pages 407-460
Chapter 17 - Diaphragm Walls
Pages 461-479
Chapter 18 - Caissons
Pages 480-492
Chapter 19 - Improvement of Soils
Pages 495-528
Chapter 20 - Underwater Foundations
Pages 529-543
Chapter 21 - Underpinning
Pages 544-559
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Posted by: yanburak - 12-18-2014, 06:58 AM - Forum: Archive
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Dear friends,
If anyone help to download this AISC standard
Specification for the Design of Steel Hollow Structural Sections
direct link
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Posted by: chottabhai - 12-17-2014, 08:43 AM - Forum: Archive
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Request for anyone having this book to share.
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Joints of hollow sections and joints of hollow sections with open sections generally behave in a quite different way as joints of open sections. Due to the non-uniform stiffness of the intersections in the
joints, the load transfer may be very complex. This study deals with the behaviour and strength of such connections. Based on analytical criteria, simplified models and test results design strength formulae and recommendations are developed. Although it deals mainly with predominantly statically axially-loaded joints, also joints loaded by bending moments and special types of joints are discussed. Besides the static behaviour the fatigue behaviour is considered. Although most chapters have been based on previous publications of the authorthefieldcovered in thisstudy iswiderand itgivesan uptodate "State of the Art" for the design of hollow section joints.
This study is written in such a way that it can be used as a vademecum for those who are involved in the design of structures of hollow sections while it gives for the researchers a survey of the existing evidence in this field.
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Dear friends,
If anyone help to download this article
The Allowable Stresses in Axially-Loaded Steel Struts
The Structural Engineer
Volume 40 (1962)
Issue 3
Direct link
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Title: The Use of Topography as an Indicator of Ground Water Flow Direction and Its Implications for Due Diligence Authors:Blauvelt, P., Fullmer, D. Edition:Journal of ASTM International Volume 8, Issue 3 (March 2011) Related link:
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