| Author |
Message |
 Topic:Interview Question - Rigid structure under Seismic situation |
btgprasad
Replies:2
Views:2510
|
 Forum:SEFI General DiscussionPosted: Sat Jul 14, 2018 5:19 pm Subject:Interview Question - Rigid structure under Seismic situation |
[COLOR=#222222][FONT=arial, sans-serif][SIZE=2][COLOR=#000000][FONT=Verdana, Arial, sans-serif, Tahoma]Dears,[/FONT][/COLOR][/SIZE][/FONT][/COLOR]
[COLOR=#222222][FONT=arial, sans-serif][SIZE=2][COLO ... |
| Topic:Results Interpretation and design using ETABS |
btgprasad
Replies:2
Views:4934
|
Forum:SEFI General DiscussionPosted: Sun Jan 21, 2018 6:17 am Subject:Results Interpretation and design using ETABS |
Dear Aatif,
As the fraternity, advise you please work with experienced persons in your company or group.
Something should be learnt and implemented on the site under the supervision of those le ... |
| Topic:About interpretation of shear reinforcement results in etabs |
btgprasad
Replies:3
Views:9193
|
Forum:SEFI General DiscussionPosted: Thu Jan 18, 2018 12:11 pm Subject:About interpretation of shear reinforcement results in etabs |
Etabs shear reinforcement convention-
= Asv/Sv - (area of all legs of stirrups /spacing)
Keep ETAB units in mm , so get ETABs results in mm2/mm
prepare a handy table as below and re ... |
| Topic:STOREY DRIFT AS PER IS-1893 |
btgprasad
Replies:2
Views:3545
|
Forum:SEFI General DiscussionPosted: Wed Jan 17, 2018 1:11 pm Subject:STOREY DRIFT AS PER IS-1893 |
Dears,
Design base shear by dynamic methods shall not less than same calculated by equivalent static method hence result forces must be augmented by a factor according to code 1893-16 7.7.3. As far ... |
| Topic:Jakarta stock exchange walkway collapses |
btgprasad
Replies:0
Views:1964
|
Forum:SEFI General DiscussionPosted: Wed Jan 17, 2018 10:13 am Subject:Jakarta stock exchange walkway collapses |
http://www.bbc.com/news/world-asia-42686019
I m guessing failure attributed to tension rod connections failure in progressive collapse manner, it has been occurring historically. let us wait and ... |
| Topic:what are the other method of design of foundation when raft area is not sufficent |
btgprasad
Replies:4
Views:3368
|
Forum:SEFI General DiscussionPosted: Mon Jan 15, 2018 12:24 pm Subject:what are the other method of design of foundation when raft area is not sufficent |
Dears ,
咨询任何地面即兴表演的岩土工程服务vement techniques and applicability. depends on soil type he may suggest you below options.
Micro pilling
soil replacement
Stone colu ... |
| Topic:Mat foundation |
btgprasad
Replies:1
Views:2215
|
Forum:SEFI General DiscussionPosted: Mon Jan 15, 2018 12:15 pm Subject:Mat foundation |
please add more information along with a picture to get help from sefian.
Regards, |
| Topic:How to design "floating or planted column"? |
btgprasad
Replies:6
Views:7127
|
Forum:SEFI General DiscussionPosted: Mon Jan 15, 2018 12:10 pm Subject:How to design "floating or planted column"? |
[COLOR=#000000][FONT=Verdana, Arial, sans-serif, Tahoma][SIZE=3][FONT=Calibri, sans-serif][COLOR=#53565a]Dears[/COLOR][/FONT][/SIZE][/FONT][/COLOR]
[COLOR=#000000][FONT=Verdana, Arial, sans-serif, Ta ... |
| Topic:G+14 Building |
btgprasad
Replies:2
Views:4222
|
Forum:SEFI General DiscussionPosted: Mon Jun 05, 2017 8:15 am Subject:G+14 Building |
| dead loads on interfaceand aindividual modelapproach. Unlike in olden day , many other fancy items now becomes more importantand override civil-structural costs and controls the overall project cost ( ... |
| Topic:Dynamic analysis of Table top foundation |
btgprasad
Replies:3
Views:4513
|
Forum:SEFI General DiscussionPosted: Tue Feb 11, 2014 8:35 am Subject:Dynamic analysis of Table top foundation |
1)机器英航计算不平衡力量se on wt of rotors and grade of machine and frequency.refer following codes
ISO 1940 ,ISO 10816-2, ACI_351.3R-04
2)short circuit loads will be ... |
|
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website
Topic: