Quote:17- Do not post material in requested topics, post them in related section according to our templates then post URL of the posted material in requested topic. (For e.g. if someone request a ASTM code in request section and you have that, post new thread in eBook>Codes ...>ASTM, then post URL of that topic in reply of ASTM code request). after 20-Feb-2012 new warning will be add for this subject
I want to tell this suggetion weeks ago, not because I'm now a Candidate Moderator. :)
When this rule launching, I am doubt if it will effective and contributor want to continue follow this rule. Why?
There is no limit how many of file request by user. So, lets take an example.
One screenshot is not enough for 1 request in 1 post.
Follow this link to see full request
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I hope everyone know and ever use our postgenerator. Let's say there are 10 article request which not related each other.
If we obey this new rule, and If I have access and want to answer someone request then, I have to create 10 new threads. Create a new thread is a consuming activities. Image is I have to create 10 new threads.
If moderator then give warning to our forum contributor then They(contributor) will become lazy to share their material. Not like requester, If someone answer his/her request then he will frequently post his request. It's not fair.
If we want to see this rule walk in straight line, I think we have to limit user request. 3 request per day is enough.
This is only my opinion. We need to hear opinion from contributor and requester(always).
Hello daer friends
I need thid paper for my thesis. please if you can please share it.
title: Stresses in Storage Tanks Caused by Differential Settlement
author: S C Palmer, MA, CEng, FIMechE
URL:
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Please apologize me for bad response yesterday to answer the Wind Analysis with ASCE 7-05, unfortunately it is on English unit not Metric.
Link :
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Posted by: eng donny - 02-28-2012, 08:28 AM - Forum: Steel
- No Replies
Steel Design After College - AISC
Author: Lawrence G. Griffis, P.E. and Viral B. Patel, P.E., S.E. Walter P. Moore and Associates Lawrence G. Griffis, P.E. and Viral B. Patel, P.E., S.E. Walter P. Moore and Associates, Inc. | Size: 11.2 MB | Format:PDF | Quality:Unspecified | Publisher: The American Institute of Steel Construction, Inc | Year: 2006 | pages: 155 | ISBN: -
The information presented herein is based on recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be applied to any specific application without competent professional examination and verification by a licensed professional engineer. Anyone making use of this information assumes all liability arising from such use
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@ Civilea Staff : I have search by manual and using search tolls before, and not find this thread. Moderator note: you don't have to tell staff that before you posting a new material you have searched before. Duplicate threads/posts are not according to our rules but sometime everyoane can make a mistake. If you use search engine before and nothing duplicate you are free to share with us anything about civil engineering.
Regards,
3fan
Author: A. J. M. Ferreira | Publisher: ELSEVIER | ISBN: 0263-8223
The past few decades have seen outstanding advances in the use of composite materials in structural applications. There can be little doubt that, within engineering circles, composites have revolutionised traditional design concepts and made possible an unparalleled range of new and exciting possibilities as viable materials for construction. Composite Structures, an International Journal, disseminates knowledge between users, manufacturers, designers and researchers involved in structures or structural components manufactured using composite materials.
The journal publishes papers which contribute to knowledge in the use of composite materials in engineering structures. Papers deal with design, research and development studies, experimental investigations, theoretical analysis and fabrication techniques relevant to the application of composites in load-bearing components for assemblies, ranging from individual components such as plates and shells to complete composite structures.
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High Performance Fiber Reinforced Cement Composites (HPFRCC) represent a class of cement composites whose stress-strain response in tension undergoes strain hardening behaviour accompanied by multiple cracking, leading to a high strain prior to failure. The primary objective of this International Workshop was to provide a compendium of up-to-date information on the most recent developments and research advances in the field of High Performance Fiber Reinforced Cement Composites. Approximately 65 contributions from leading world experts are assembled in these proceedings and provide an authoritative perspective on the subject. Special topics include fresh and hardening state properties; self-compacting mixtures; mechanical behavior under compressive, tensile, and shear loading; structural applications; impact, earthquake and fire resistance; durability issues; ultra-high performance fiber reinforced concrete; and textile reinforced concrete. Target readers: graduate students, researchers, fiber producers, design engineers, material scientists.
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