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  Cooling Towers: Selection, Design and Practice
Posted by: Grunf - 11-03-2010, 10:41 AM - Forum: General Books - Replies (1)

Cooling Towers: Selection, Design and Practice

[Image: info.png]
By Nicholas P. Cheremisinoff, Paul N. Cheremisinoff

* Publisher: Ann Arbor Science Publishers
* Number Of Pages: 360
* Publication Date: 1981-12
* ISBN-10 / ASIN: 0250404079
* ISBN-13 / EAN: 9780250404070

Cooling towers are a very important part of many chemical plants. They represent a relatively inexpensive and dependable means of removing low grade heat from cooling water.



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If you like this book, CivilEAs' staff strongly suggest you to buy it! Support the authors!

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  Example of frame analysis with force method
Posted by: rkce - 11-03-2010, 10:06 AM - Forum: Calculation Notes & Analysis Files - No Replies

Example of frame analysis with force method (3 redundant)



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  Theory of Plates By K. Chandrashekhara
Posted by: hmwere - 11-03-2010, 09:25 AM - Forum: Archive - No Replies

In case there is a caring Samaritan in possession of the above mentioned book, may he/she upload a link. Below are some details of the book.

Title: Theory of Plates
Author: K. Chandrashekhara
Edition: illustrated
Publisher: Universities Press, 2001
ISBN 8173712530, 9788173712531
Length: 422 pages

Regards

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  BS EN 1015-11 and BS EN 1015-3
Posted by: civiea_civiea - 11-03-2010, 08:32 AM - Forum: British Standards (BS) - Replies (3)

BS EN 1015-3:1999
Methods of test for mortar for masonry. Determination of consistence of fresh mortar (by flow table)


Status: CU
Publication Date: 15/06/99
Committee: B/519/2


ISBN 0580307468
Pages: 10
International Equivalent: EN 1015-3:1999

Descriptors:
Mortars, Cement and concrete technology, Masonry cement, Construction materials, Masonry work, Viscosity, Viscosity measurement, Flow measurement, Test specimens, Specimen preparation, Diameter measurement, Test equipment, Tables, Dimensions, Dimensional tolerances

Cross references: prEN 998-1, prEN 998-2, EN 1015-2, EN 1015-4
Replaces: BS 4551-1:1998
Replaces Notes: Partially replaces BS 4551-1:1998.



BS EN 1015-11:1999
Methods of test for mortar for masonry. Determination of flexural and compressive strength of hardened mortar



Status: CU
Publication Date: 15/11/99
Committee: B/519/2


ISBN: 0580354695
Pages: 12
International Equivalent: EN 1015-11:1999

Descriptors:
Mortars, Cement and concrete technology, Masonry cement, Construction materials, Masonry work, Compression testing, Bend testing, Strength of materials, Compressive strength, Specimen preparation, Test specimens, Testing conditions, Curing (concrete), Test equipment, Moulding equipment, Binding agents, Lime

Cross references: prEN 998-1, prEN 998-2, EN 1015-2, EN 1015-3, ISO 468, EN ISO 6507-1

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Moderator note:
Info added. Thread moved from Request Section to Codes, Manual & Handbook Section.
(Grunf)

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  Small Hydropower Designer (SHPD 1.1)
Posted by: alisial - 11-03-2010, 07:21 AM - Forum: Engineering Spreadsheet - Replies (1)

SMALL HYDROPOWER DESIGNER 1.1

[Image: info.png]
Small Hydropower Designer is a very useful and accurate tool for basic sizing and design of medium to high head hydro electric projects.
Developed by : M.Asif

[Image: screen.png]
[Image: 28978166110393496441.gif]


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Screenshot added and user warned. Post moved and user warned. This is a spreadsheet.

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  BS 8004:1986 Code of practice for foundations
Posted by: ir_71 - 11-03-2010, 05:22 AM - Forum: British Standards (BS) - Replies (5)

BS 8004:1986 Code of practice for foundations

[Image: info.png]
BS 8004:1986
Code of practice for foundations
Status : Superseded, Withdrawn Published : September 1986

Design and construction of foundations for the normal range of buildings and engineering structures, excluding foundations for special structures. General design, shallow, deep and subaqueous foundations, cofferdams and caissons, pile foundations; guidance on geotechnical processes; also tide work, underwater concreting, diving and site preparation for foundation work. Durability of timber, metal and concrete structures. A special reference is made to safety precautions.

Replaced By BS EN 1997-1:2004



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  PROKON 2.1 problem
Posted by: K.Z.S - 11-03-2010, 04:30 AM - Forum: Archive Problem - Replies (3)

Hey all, i have a problem in prokon 2.1 ...when i click on the icon to open it it says
"HTML help is not installed on this pc " ,
however, when i open it in administrator ..the previous msg show up but the program open after it....after i finished and close the program it was still runing in task manager.

ANY help?

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  Facts for Steel Buildings Earthquakes and seismic design
Posted by: Veggeta - 11-03-2010, 03:37 AM - Forum: Steel - Replies (3)

Facts for Steel Buildings Earthquakes and seismic design

[Image: 21292674945620421976.jpg]

[Image: info.png]
by Ronald O. Hamburger
AISC November 2009
71 Pages
Pdf File size: 18 MB

In order to design structures to resist strong earthquakes, it is necessary to have an understanding of structural dynamics and the nonlinear behavior of structures. Structural steel continues to offer several economical and effective means for the design and construction of earthquake-resistant structures. This Facts for Steel Buildings resents an overview of the causes of earthquakes, the earthquake effects that damage structures, the structural properties that are effective in minimizing damage, and the organization and intent of seismic design requirements for steel structures in the United States today.

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  EN 13670:2009 Execution of concrete structures
Posted by: ir_71 - 11-03-2010, 02:04 AM - Forum: EN - Replies (5)

EN 13670:2009 Execution of concrete structures

[Image: info.png]
(1) This European Standard gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements.
(2) This standard expects the execution specification to state all the specific requirements relevant to the particular structure.
(3) This standard is applicable to permanent as well as temporary concrete structures.
(4) Additional or different requirements should be considered and, if required, given in the execution specification when using:
a) lightweight aggregate concrete;
b) other materials (e.g. fibres) or constituent materials;
c) special technologies/innovative designs.

(5) This standard does not apply to concrete members used only as equipment or construction aids for the execution.
(6) This standard does not cover the specification, production and conformity of concrete.
(7) This standard is not applicable to the production of precast concrete elements made in accordance with product standards.
(8) This standard does not cover safety and health aspects of execution, or third party safety requirements.
(9) This standard does not cover contractual issues or responsibilities for the identified actions.

:JC_shhh:

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  EN 459 -1 and 2 Building lime
Posted by: ir_71 - 11-03-2010, 01:53 AM - Forum: EN - Replies (2)

EN 459 -1 and 2 Building lime

[Image: info.png]
BS EN 459-1:2001 Building lime. Definitions, specifications and conformity criteria
This European Standard applies to building limes used as binders for preparation of mortar (for masonry, rendering and
plastering) and production of other construction products.

It gives definitions for the different types of building limes and their classification. It also gives requirements for their
chemical and physical properties which depend on the type of building lime and specifies the conformity criteria.

Terms of delivery or other contractual conditions, normally included in documents exchanged between the supplier and
the purchaser of lime, are outside the scope of this European Standard.

NOTE Additional requirements are needed in special applications e. g. civil engineering.

BS EN 459-2:2001 Building lime. Test methods
This European Standard describes the test methods for all building limes covered by EN 459-1:2001.

This European Standard describes reference test methods and in some cases alternative test methods. In the event
of a dispute, only the reference method is used.

If methods other than the following are used it is necessary to show that they give results equivalent to those given
by the reference methods.

:JC_cheers:

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