CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association Portal

Welcome, Guest
You have to register before you can post on our site.

Username
  

Password
  





Search Forums

(Advanced Search)

Forum Statistics
» Members: 134,069
» Latest member: whollydemonic
» Forum threads: 31,967
» Forum posts: 105,761

Full Statistics

Latest Threads
ACI 238.1: Measurements o...
Forum: ACI
Last Post: poolmand
09-22-2026, 09:23 AM
» Replies: 0
» Views: 56
How to use full feature o...
Forum: CivilEA Registry
Last Post: Administrator
09-13-2026, 08:19 AM
» Replies: 1
» Views: 560,442
Special Offers for CivilE...
Forum: Own-Copyrighted Material
Last Post: Administrator
09-07-2026, 06:55 AM
» Replies: 2
» Views: 41,015
IstructE - The Structural...
Forum: Magazines
Last Post: milova
09-04-2026, 01:35 AM
» Replies: 1
» Views: 9,176
Engineering Guide for Woo...
Forum: Books and Codes Request
Last Post: lisine
09-02-2026, 10:49 AM
» Replies: 1
» Views: 422
Future Homes Domestic Arc...
Forum: Own-Copyrighted Material
Last Post: Mattew
08-17-2026, 08:51 PM
» Replies: 0
» Views: 397
ACI Collection of Codes, ...
Forum: Own-Copyrighted Material
Last Post: poolmand
08-09-2026, 12:50 PM
» Replies: 4
» Views: 46,264
ASCE Paper (Ultimate Capa...
Forum: Theses, Journals and Papers Request
Last Post: civilfafa
07-27-2026, 06:34 AM
» Replies: 0
» Views: 528
ESDU 21004: The Statistic...
Forum: Theses, Journals and Papers Request
Last Post: civilfafa
07-25-2026, 01:20 AM
» Replies: 0
» Views: 487
ACI 303: Cast-in-Place Ar...
Forum: ACI
Last Post: Administrator
07-21-2026, 10:11 AM
» Replies: 0
» Views: 504

 
  Concrete: Beam Design as per ACI 318-05
Posted by: knrsa - 03-01-2011, 07:45 PM - Forum: Engineering Spreadsheet - Replies (1)

BEAM DESIGNas per ACI 318-05

[Image: info.png]
Excel Sheet for Beam Design - Rectangular as per ACI 318-05

[Image: 03299837943789370759.jpg]

[Image: Download.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

[Image: password.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Concrete: Punching Shear as per ACI 318-05
Posted by: knrsa - 03-01-2011, 07:39 PM - Forum: Engineering Spreadsheet - Replies (1)

PUNCHING SHEAR as per ACI 318-05

[Image: info.png]
Excel Sheet for Punching shear - Rectangular as per ACI 318-05

[Image: 71083181869747026751.jpg]

[Image: Download.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

[Image: password.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Concrete: Rectangular Column as per ACI 318-05
Posted by: knrsa - 03-01-2011, 07:34 PM - Forum: Engineering Spreadsheet - Replies (5)

Rectangular Columns Design as per ACI 318-05

[Image: info.png]
Excel Sheet for designing Rectangular Columns as per ACI 318-05

[Image: 47110458521513346587.jpg]

[Image: Download.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

[Image: password.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Concrete: Circular Column as per ACI 318-05
Posted by: knrsa - 03-01-2011, 07:29 PM - Forum: Engineering Spreadsheet - Replies (1)

CIRCULAR COLUMN

[Image: info.png]
Spreed sheet for designing circular Columns as per ACI 318-05.

Above Sheet Downloaded from web.

[Image: 11767431596893640387.jpg]

[Image: Download.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

[Image: password.png]

Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Overstrength and force reduction factors of multistorey reinforced-concrete buildings
Posted by: erthqkengnrβ„’ - 03-01-2011, 06:11 PM - Forum: Archive - No Replies

If any one have following paper, please upload.

A. S. Elnashai and A. M. Mwafy "Overstrength and force reduction factors of multistorey reinforced-concrete buildings", Volume 11, Issue 5, pages 329–351, 15 December 2002

Thanks in advance


Moderator Note:
Always post new request as a new thread! DonΒ΄t post a new request as reply to another!


Print this item

  Finite Element Model for Pile-Soil Interaction
Posted by: freequo - 03-01-2011, 12:09 PM - Forum: Archive - Replies (1)

I was wondering if someone have this paper.
Best regards

A New Finite Element Model for Pile-Soil Interaction

by

[i]K. X. Liu, (Lecturer, School of the Built Environment and Design, Singapore Polytechnic, 500 Dover Road, Singapore 139651), F. H. Lee, (Associate Professor, Department of Civil Engineering, National University of Singapore), and K. Y. Yong, (Professor, Department of Civil Engineering, National University of Singapore)


pp. 441-451, (doi 10.1061/40744(154)29)

Conference Proceeding Paper

and


Finite element analysis of laterally loaded fin piles

Authors:

J. -R. Peng
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK
M. Rouainia
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK
B. G. Clarke
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK


Published in:
Journal
Computers and Structures archive
Volume 88 Issue 21-22, November, 2010
Pergamon Press, Inc. Elmsford, NY, USA
table of contentsdoi>10.1016/j.compstruc.2010.07.002


Print this item

  EN 1092 Flanges and their joints β€” Circular flanges for pipes, valves, fittings and a
Posted by: ir_71 - 03-01-2011, 11:05 AM - Forum: EN - Replies (1)

EN 1092 Flanges and their joints β€” Circular flanges for pipes, valves, fittings and accessories, PN designated

Author: CEN/TC 74 | Size: 1.92 MB | Format: PDF | Publisher: CEN | Year: 2007 | pages: 126

[Image: 72894883831202562652.jpg]


[Image: info.png]

This European Standard for a single series of flanges specifies requirements for circular steel flanges in PN designations PN 2,5 to PN 400 and nominal sizes from DN 10 to DN 4000. This European Standard specifies the flange types and their facings, dimensions, tolerances, threading, bolt sizes, flange jointing face surface finish, marking, materials, pressure/ temperature ratings and approximate flange masses. For the purpose of this European Standard, "flanges" include also lapped ends and collars. This European Standard applies to flanges manufactured in accordance with the methods described in Table 1. Non-gasketed pipe joints are outside the scope of this European Standard.

[Image: Download.png]
Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Made By CivilEA Post-Generator ver 2.0

EN 1092 - 2


[Image: Download.png]
Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Made By CivilEA Post-Generator ver 2.0

EN 1092 - 3


[Image: Download.png]
Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Made By CivilEA Post-Generator ver 2.0

EN 1092 - 4


[Image: Download.png]
Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Made By CivilEA Post-Generator ver 2.0

Print this item

  Guide Specifications and Commentary for Vessel Collision Design of Highway Bridges
Posted by: vutuyen - 03-01-2011, 09:21 AM - Forum: Archive - Replies (1)

Dear all,
Anyone has the following book:
Guide Specifications and Commentary for Vessel Collision Design of Highway Bridges

Please help me.
Best Regards,

Print this item

  How to start a poll thread?
Posted by: Batman07 - 03-01-2011, 08:38 AM - Forum: FAQs, Q&A, comments - Replies (1)

Hi,

How should I start a poll thread? When creating a new thread, there is an option that you can tick "I want to post a poll", but when I ticked this option, nothing happens when I preview my post. How should I use this option.

Please help.

Print this item

  COMMENTARY AND WORKED EXAMPLES TO EN 1993-1-5 β€œPLATED STRUCTURAL ELEMENTS”
Posted by: ir_71 - 03-01-2011, 06:42 AM - Forum: Steel - Replies (2)

COMMENTARY AND WORKED EXAMPLES TO EN 1993-1-5 β€œPLATED STRUCTURAL ELEMENTS”

Author: B. Johansson, R. Maquoi, G. Sedlacek, C. MΓΌller, D. Beg | Size: 4.28 MB | Format: PDF | Publisher: JRC – ECCS | Year: 2007 | pages: 242 | ISBN: ISSN 10185593

[Image: 26365754940718141586.jpg]


[Image: info.png]

The objective of this commentary is to present the scientific background to the rules. The mechanical models behind the rules are presented and references to source documents are given. All such models include simplifications, which have to be justified by calibration of the rules against test results. Several models for each failure mode have been checked with calibrations according to Annex D of EN 1990 [2] and the ones included in EN 1993-1-5 are those giving the lowest scatter and the most uniform safety. The procedure for calibration will be summarised in section 1.2. It should be noted that EN 1993-1-5, being a generic code, does not suggest Ξ³M values. According to the Eurocode system these values depend on the specific application and should be given by application parts e.g. for buildings in EN 1993-1-1 [3] and bridges in EN 1993-2 [4].
Although the rules may look unfamiliar to many engineers they are in fact only a new combination of rules from different European countries. For the time being they represent a set of useful rules for common plated structures. The intention is to cover beam type of structures like I-girders and box-girders. There are also details that may be improved by further research and some indications are given in this commentary.
This commentary is organised mainly in the same way as the code. In the right hand margin of the pages there are references to the specific clause in the code that the text refers to. The section headings follow that of the code but sometimes related rules from other sections are dealt with together with the main topic of the section. References to literature are given in the end of each section. Some sections go quite far into detail with the intention of documenting unpublished work with development of design rules during the drafting of the code. This commentary is not an official document from CEN but a private initiative by the authors. The content of commentary expresses the opinion of the author of each section although the content has been reviewed within the group. This applies also to clarifications and interpretations of the code. In addition to giving background information to the sections of EN 1993-1-5 this commentary also presents some worked examples in Section 15, 16 and 17. They show how the rules of the code can be applied in practical design.

[Image: Download.png]
Code:
Content of this section is hidden, You must be registered and activate your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Made By CivilEA Post-Generator ver 2.0

Print this item

Pages (2108): « Previous 1 … 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 … 2108 Next »

Designed by CivilEA - Powered by MyBB