Civil Engineering Association

Welcome, Guest

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

Search Forums

(Advanced Search)

Forum Statistics

» Members: 130,109
» Latest member: n114AJ
» Forum threads: 31,836
» Forum posts: 105,432

Full Statistics

Latest Threads

CSI ETAB 22
Forum: ETABS
Last Post: toddyi
02-22-2025, 08:17 PM
» Replies: 11
» Views: 4,572

Autodesk 2024
Forum: Autodesk Products
Last Post: jorgeramos
02-22-2025, 06:37 PM
» Replies: 52
» Views: 20,396

CSI SAFE 22
Forum: SAFE
Last Post: ssamis
02-21-2025, 02:33 PM
» Replies: 9
» Views: 2,511

AISC - Steel Design Guide...
Forum: AISC
Last Post: pezhmankhan
02-19-2025, 08:08 PM
» Replies: 74
» Views: 41,446

Project Management for Co...
Forum: Project Management
Last Post: poolmand
02-19-2025, 05:58 AM
» Replies: 7
» Views: 3,760

ASCE-Guidelines for Evalu...
Forum: Books and Codes Request
Last Post: civilfafa
02-09-2025, 10:55 PM
» Replies: 0
» Views: 155

CSI BRIDGE V26
Forum: Bridge
Last Post: babakfeyzi
02-08-2025, 06:15 PM
» Replies: 2
» Views: 436

SAP2000 v26
Forum: SAP2000
Last Post: babakfeyzi
02-08-2025, 06:14 PM
» Replies: 3
» Views: 976

ACI 445.2: Strut-and-Tie ...
Forum: ACI
Last Post: agelos100
02-07-2025, 09:55 AM
» Replies: 3
» Views: 1,222

ACI 318: Building Code R...
Forum: ACI
Last Post: babakfeyzi
02-06-2025, 12:18 PM
» Replies: 76
» Views: 9,732

Anchor Bolt Design

Posted by: usman - 12-02-2010, 12:55 AM - Forum: Engineering Spreadsheet - Replies (1)

Anchor Bolt Design

BASED ON CANADIAN CODES

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

80KB XLS

Blast Design

Posted by: usman - 12-02-2010, 12:48 AM - Forum: Engineering Spreadsheet - Replies (2)

Blast Design

- ROOF SLAB
- ROOF GIRDER
- WALL SLAB
Based On: Exxon Blast Technology Manual EE.123E.98 TMEE065 January, 1999

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

90KB XLS

Steel Beam Design - Beam Selection Tables

Posted by: usman - 12-02-2010, 12:42 AM - Forum: Engineering Spreadsheet - No Replies

Steel Beam Design - Beam Selection Tables

BASED ON CANADIAN CODES

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

200KB XLSX

Steel Beam Column Design

Posted by: usman - 12-02-2010, 12:30 AM - Forum: Engineering Spreadsheet - No Replies

Steel Beam Column Design

BASED ON CANADIAN CODES

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

500KB XLW

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

770KB XLS

Analysis: 2D Frame Analysis with Pinned Base and Rigid Base

Posted by: usman - 12-01-2010, 10:55 PM - Forum: Engineering Spreadsheet - Replies (1)

2D Frame Analysis with Pinned Base and with Rigid Base

Pinned Base

Rigid Base

Pinned Base

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

18KB XLSX

Rigid Base

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

20KB XLSX

Pedestal, Base Plate and Anchor Bolt Design

Posted by: usman - 12-01-2010, 10:42 PM - Forum: Calculation Notes & Analysis Files - No Replies

Pedestal, Base Plate and Anchor Bolt Design

BASED ON CANADIAN CODES

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

790KB single PDF

Guidelines for Lifting Design

Posted by: usman - 12-01-2010, 10:35 PM - Forum: Calculation Notes & Analysis Files - Replies (2)

Guidelines for Lifting Design

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

1.04MB PDF

Steel-Connection,Stiffeners, Brackets, Curved Beam, Crane, Cutouts, LiftingLug Design

Posted by: usman - 12-01-2010, 10:26 PM - Forum: Calculation Notes & Analysis Files - Replies (1)

Steel Connection, Stiffeners, Brackets, Curved Beam, Crane, Cutouts, Lifting Lug Design

BASED ON CANADIAN CODES

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

640KB single PDF

Practical Lessons from the Loma Prieta Earthquake

Posted by: hrezaei - 12-01-2010, 09:04 PM - Forum: Foundation & Geotechnics in general - Replies (3)

Practical Lessons From The Loma Prieta Earthquake

The Loma Prieta earthquake struck the San Francisco area on October 17, 1989, causing the loss of 63 lives and $10 billion of damage. As the results of the research, conducted in response to the earthquake, became known over the following three years, the U.S. Geological Survey, the sponsor of much of the research, approached the National Research Council (NRC) about how the results of the Loma Prieta earthquake research could be applied to other earthquake-prone areas of the country.
This report has been reviewed by a group other than the authors according to procedures approved by a Report Review Committee consisting of members of the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine.

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Made By CivilEA Post-Generator ver 2.0

FRESH AND HARDENED PROPERTIES OF SELF-CONSOLIDATING FIBER REINFORCED CONCRETE

Posted by: ir_71 - 12-01-2010, 07:50 PM - Forum: Journals, Papers and Presentations - No Replies

FRESH AND HARDENED PROPERTIES OF SELF-CONSOLIDATING FIBER REINFORCED CONCRETE

When steel fibers are added to concrete mix, the tensile and shear resistance of the
traditional fiber reinforced concrete are known to be enhanced. However, fibers are also known
to impede workability of plain concrete. To improve the workability, Self-Consolidating Fiber
Reinforced Concrete (SCFRC) mixes were developed in this study for application in prestressed
concrete beams. Extensive fresh and hardened properties of traditional fiber reinforced concrete
and SCFRC mixes produced using two different types and variable amounts of hooked steel
fibers are presented in this paper. The SCFRC mixes demonstrated satisfactory workability and
stability up to a fiber-factor of 55. In general, SCFRC mixes proved to have greater normalized
tensile strength than the traditional fibrous concrete mixes for the same fiber-factor. The
optimum fiber content was found to be governed by workability requirements of the concrete
mix.
Keywords: steel fiber reinforced concrete, self-consolidating concrete, self-consolidating fiber
reinforced concrete, fresh properties, workability, hardened properties.

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Made By CivilEA Post-Generator ver 2.0

Pages (2102): « Previous 1 … 1449 1450 1451 1452 1453 1454 1455 1456 1457 1458 1459 … 2102 Next »