The National Concrete Masonry Association (NCMA), established in 1918, is the national trade association representing the concrete masonry industry. The Association is involved in a broad range of technical, research, marketing, government relations and communications activities.
NCMA is an association of producers of concrete masonry products, and suppliers of products and services related to the industry. NCMA offers a variety of technical services and design aids through publications, computer programs, slide presentations and technical training.
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The National Concrete Masonry Association (NCMA), established in 1918, is the national trade association representing the concrete masonry industry. The Association is involved in a broad range of technical, research, marketing, government relations and communications activities.
NCMA is an association of producers of concrete masonry products, and suppliers of products and services related to the industry. NCMA offers a variety of technical services and design aids through publications, computer programs, slide presentations and technical training.
NCMA TEK MANUAL DWG DETAILS MATERIAL
Chapter 1 - General Design Considerations
Section 1A - Modular Layout of Masonry
Section 1B - Unit Properties and Specifications
Section 1D - Code Construction Tolerances
Section 1E - Code Detailing Requirements
Chapter 2 - Universal Detailing Requirements
Section 2A - Bond Patterns
Section 2B - Mortar Joints
Section 2C - Control Joints
Section 2D - Flashing and Weeps
Section 2E - Corners
Section 2F - Joint Reinforcement
Section 2G – Lintels
Chapter 3 - Single Wythe Construction
Section 3A - Above Grade Walls
Section 3B - Curtain Walls
Section 3C - Infill Walls
Section 3D - Prestressed Masonry
Section 3E - Foundation Walls
Does any body happen to have this paper "prosteel training manual" or even maybe prostructure paper from Bentley.
I need to detail a project urgently, and i have no access to Bentley site.
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Hi guys. I was wondering if you have any of the following publications to give:
Serrano A., Olalla C. Ultimate bearing capacity of an anisotropic discountinuous rock mass. part I: basic modes of failure. Int J Rock Mech Min Sci 1998:35(3):301-41.
Serrano A., Olalla C. Ultimate bearing capacity of rock masses .Int J Rock Mech Geomech Abstr 1994:31(2):93-106.
Serrano A., Olalla C. Allowable bearing capacity in rock foundations using a non-linear failure criterium. Int J Rock Mech Min Sci 1996;33(4):327-45.
Serrano A., Olalla C., Gonzalez J. Ultimate bearing capacity of rock masses based on modified Hoej-Brown criterion. Int J Rock MEch Min Sci 2000;37(6):1013-8.
Serrano A., Olalla C. Ultimate bearing capacity at the tip of a pile in rock; theory (part I) Int J Rock Mech Min Sci 2002;39(7):833-46.
Serrano A., Olalla C. Ultimate bearing capacity at the tip of a pile in rock; part 2: application Int J Rock Mech Min Sci 2002;39(7):847-66.
Author: William F. Hosford | Size: 36.6 MB | Format:PDF | Publisher: Cambridge University Press | Year: 2005 | pages: 447 | ISBN: 0521846706
This textbook is for courses on Mechanical Behavior of Materials taught in departments of Mechanical Engineering and Materials Science. The text includes numerous examples and problems for student practice. The book emphasizes quantitative problem solving. End of the chapter notes are included to increase students' interest. This text differs from others because the treatment of plasticity has greater emphasis on the interrelationship of the flow, effective strain and effective stress and their use in conjunction with yield criteria to solve problems.
The treatment of defects is new. Schmids law is generalized for complex stress states. Its use with strains allows for prediction of R-values for textures. Another feature is the treatment of lattice rotations and how they lead to deformation textures. The chapter on fracture mechanics includes coverage of Gurney's approach. Much of the analysis of particulate composites is new. Few texts include anything on metal forming.
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This report contains the findings of a study to determine load factors for use in evaluating the load capacity of existing bridges. The report includes recommended values for load factors and presents the methodology and data used to calibrate the factors to provide appropriate safety margins. The material in this report will be of immediate interest to bridge engineers involved in bridge load rating and to engineers interested in the development of load and resistance factor rating procedures.
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