SCI P343: Insulated Render Systems Used With Light Steel Framing
Author: C Wright, M T Gorgolewski, G H Couchman, R M Lawson | Size: 4.2 MB | Format:PDF | Publisher: SCI | Year: 2006 | pages: 53 | ISBN: 1859421652
This publication provides design guidance on the use of insulated render cladding systems as applied to light steel framing. Good practice recommendations and advice are given on choosing details appropriate to the degree of exposure to wind-driven rain. A performance scoring system is presented and the minimum requirements are based on the BRE exposure classifications of: sheltered, moderate, severe and very severe exposures. Details are given which provide ‘back-up’ or robust long term performance in the event of any water ingress or condensation behind the render layer. It is suggested that for ‘sheltered’ or ‘moderate’ exposure, a cavity behind the insulated layer is not required, but a double barrier or cavity or other back-up system is generally required for severe and very severe exposure conditions. Experience from the UK is presented to justify this approach.
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This publication has been produced by the Metal Cladding and Roofing Manufacturers Association (MCRMA) in collaboration with BRE, to assist the designers, manufacturers and installers of metal walls and roofs to comply with the requirements of
Approved Document L2 of the Building Regulations, published in October 2001 to come into force in April 2002. It describes the content of those parts of the Approved Document relevant to metal cladding and roofing systems and gives guidance as to:
- The calculation of U-values;
- Allowing for thermal bridging at junctions and openings;
- Infra-red surveys;
- Air leakage testing;
The guidance is designed to be relevant to both twin skin and composite panel systems.
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On a Class of High Resolution Total-Variation-Stable Finite-Difference Schemes
from : A Harten
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WinZip System Utilities Suite 1.0.648.9787 Portable
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WinZip System Utilities Suite works with:
Microsoft Windows XP
Windows Vista
Windows 7 (32/64 bit)
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PERFORM 3D is a highly focused nonlinear software tool for earthquake resistant design. Complex structures, including those with intricate shear wall layouts, can be analyzed nonlinearly using a wide variety of deformation-based and strength-based limit states.
Model data can be imported directly from ETABS and SAP2000. A wide variety of element types are supported, including beams (with panel zones), columns, braces, shear walls (with openings), floor slabs, dampers, and isolators.
Nonlinear analyses can be static and/or dynamic, and can be run on the same model. Loads can be applied in any sequence, such as a dynamic earthquake load followed by a static pushover.
PERFORM 3D provides powerful performance based design capabilities, and can calculate demand/capacity (usage) ratios for all components and all limit states. Performance assessment based on ATC-40, FEMA-356 or ATC-440 is fully automated.
PERFORM 3D output includes usage ratio plots, pushover diagrams, energy balance displays, as well as mode shapes, deflected shapes, and time history records of displacements and forces
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This the fifth volume of five from the 28th IMAC on Structural Dynamics and Renewable Energy, 2010,, brings together 146 chapters on Structural Dynamics. It presents early findings from experimental and computational investigations of on a wide range of area within Structural Dynamics, including studies such as Simulation and Validation of ODS Measurements made Using a Continuous SLDV Method on a Beam Excited by a Pseudo Random Signal, Comparison of Image Based, Laser, and Accelerometer Measurements, Modal Parameter Estimation Using Acoustic Modal Analysis, Mitigation of Vortex-induced Vibrations in Long-span Bridges, and Vibration and Acoustic Analysis of Brake Pads for Quality Control.
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I have one Suggestion to arrange the Departments in CivilEA...
Now We can divide civilea in two main Subject :
Section no 1: [ Resources ]
These resources included the following
- Softwares
-Books & Videos
Section No 2 : Users Demands
and we can say this section includes
- Questions from users related to hardware problems [ softwares]
- Questions from users related to using of softwares
- Questions from users for requesting Resources (Softwares & Books)
- Questions of users related to Practical Problems
* Design * Constructions * Material
Section Number 1 { Resources } is very Tiddy and divided very well
Section Number 2 need some updating
I Suggest to Arrange Section Number 2 to Be as Following
Users Demands
- Resources
* Software Request
* Book Request
- Hardware Problems
* Activation of Softwares
* Bugs in Softwares
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