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» Forum threads: 31,865
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SAP2000 v26
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  Constant rate of strain consolidation test
Posted by: tynhanh - 04-21-2010, 09:13 AM - Forum: Free Discussion - No Replies

Dear everyone,

You know the constant rate of strain consolidation test (CRS), performed ASTM D4186. You can explain to carry out this test. If you have documents, you can upload for me!

Thanks!

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  Iranian Seismic Provisions Code
Posted by: kazangap - 04-21-2010, 08:36 AM - Forum: Archive - No Replies

Dear Friends,
I need Iranian Seismic Provisions code(Standard 2800), Could anyone can share please.
Regars.

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  Long span roof structures
Posted by: ABHI - 04-21-2010, 05:45 AM - Forum: Archive - Replies (2)

I require this book Long Span Roof Structures.
Contribution: American Society of Civil Engineers. Committee on Special Structures., Structural Stability Research Council. Task Group 17.
ISBN 10 : 0872622878

Thanks
ABHI

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  Structural Steel Work Design to BS5950,2 Ed
Posted by: abudabeeja - 04-21-2010, 04:56 AM - Forum: Steel - Replies (2)

Structural Steel Work Design to BS5950,2 Ed

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Structural Steel Work Design to BS5950,2 Ed
L.J. Morris, R. Plum,
Prentice-Hall | 1996 | ISBN: 0582230888 | 344 pages | PDF | 7 MB

This market-leading student text covers the design of structural steelwork to BS 5950 Part 1. Representing the subject in two parts, the first deals with design at an elementary level familiarising the reader with BS 5950. The second then proceeds to cover all aspects of the design of whole buildings, highlighting the integration of 'elements' to produce economic, safe structures.


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  COde request
Posted by: anarchy99 - 04-21-2010, 04:44 AM - Forum: Archive - No Replies

does anyone have CPWD's Building Specifications (India)....i am in urgent need of it......please upload if you have a soft copy.....and can you please mail the url to me at [email protected]

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  Total Construction Project Management
Posted by: abudabeeja - 04-21-2010, 02:25 AM - Forum: Project Management - Replies (4)

Total Construction Project Management

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Total Construction Project Management
George Ritz,
McGraw-Hill Professional | 1993 | ISBN: 0070529868 | 432 pages | PDF | 10,2 MB

Suffering from chronic project headaches? Relief is on the way! PM pro George Ritz has written the prescription for the efficient, profitable, and headache-free management of any capital project. Total Construction Project Management combines the latest management innovations with tried-and-proven construction techniques to produce a cutting-edge ``total system'' guaranteed to give you complete control over every phase of field operations. You'll see how to: prepare winning bids and proposals; obtain and negotiate favorable contracts; estimate accurate project costs; determine realistic project budgets; set attainable project schedules; organize human, physical, and financial resources; design, build, and motivate a field organization; implement effective project controls; ensure job-site safety; improve project communications; use PCs in the field and office; and much more.



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  How To model curved box girder on sap 2000 or lusas or midas?
Posted by: guanzzz - 04-21-2010, 02:23 AM - Forum: Archive Problem - Replies (4)

if you know the modelling step by step pls upload.thx

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  ICE Specification for Piling and Embedded Retaining Walls
Posted by: koldt - 04-20-2010, 08:27 PM - Forum: Archive - No Replies

I am looking for this book:

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# Full title: ICE Specification for Piling and Embedded Retaining Walls
# Author(s): ICE
# Publisher: Federation of Piling Specialists
# Language: e.g. English
# ISBN-10: e.g. 0727733583
# ISBN-13: e.g. 978-0727733580

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  Cantilever Retaining Wall - General
Posted by: Dell_Brett - 04-20-2010, 03:58 PM - Forum: Drawings - Replies (4)

Cantilever Retaining Wall - General

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Some own examples of cantilever retaining wall, starting from 0,80 meters and ending in 4,40 meters, in 40 centimeters intervals

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  How External prestressing to be drawn in Sap 200 v14
Posted by: vikram_jk - 04-20-2010, 10:46 AM - Forum: Archive Problem - No Replies

HI friends,
I'm working on box girder bridge with external prestressing on sap 2000 v14.I have problem ,how external prestressing tendons to be drawn through the box girder ,and anchored on end pier section,
I dawn tendon from inside of the girder and used profile as trapezoidal (In bride wizard ) but the stresses in end section are shown zero ,the stresses should be higher in this section .
please help me on this topic.
thank u in Advance.......

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