| Author |
Message |
 Topic:y do we release the member in staad pro.. where should |
Alok Dixit
Replies:5
Views:13712
|
 Forum:SEFI Web Site Problems/ Login/Registration IssuesPosted: Mon Sep 17, 2018 5:02 am Subject:Member Release in STAAD Pro |
PFA link for my blog-post for explanation regarding member release in STAAD Pro.
https://civilengineeronline99.blogspot.com/2018/09/member-release-in-staad-pro.html
Regards
Alok Dixit |
| Topic:Whether Cement Fibre boards can be used as structural floor members? |
Alok Dixit
Replies:18
Views:6930
|
Forum:SEFI General DiscussionPosted: Sun Jul 29, 2018 1:02 pm Subject:LIGHT WEIGHT CONSTRUCTION |
A) Whether 18mm thick Cement Fiber Boards can be used as load bearing members in lieu of RCC slab OR a structural steel floor?
答,是的,可以用作floori水泥纤维板ng material but ... |
| Topic:RETAINING WALL DESIGN |
Alok Dixit
Replies:9
Views:7914
|
Forum:SEFI General DiscussionPosted: Mon Jan 30, 2017 5:09 pm Subject:analysis of rc wall in basement |
sir,
In the case presented by you, i suggest using a Plate model in STAAD Pro is the best method to determine moments for vertical & horizontal reinforcements.
regards
alok |
| Topic:Need your guidance for STADDPro |
Alok Dixit
Replies:2
Views:3325
|
Forum:SEFI General DiscussionPosted: Mon Jan 30, 2017 4:26 pm Subject:STAAD Training |
Mr. Velmurugan,
sorry to hear about the accident and I really appreciate your efforts for starting your own construction consultancy & my best wishes are with you. Now moving on to your question ... |
| Topic:ethics in structural design and construction |
Alok Dixit
Replies:141
Views:86040
|
Forum:SEFI General DiscussionPosted: Mon Jun 20, 2016 5:01 am Subject:Re: ethics in structural design and construction |
Dear Er. Sangeeta,
In the case presented by you on this forum it's straightaway very clear that the builder has not complied with the recommendations of the code & thus the building is pro ... |
| Topic:Forum error |
Alok Dixit
Replies:1
Views:5909
|
Forum:SEFI Web Site Problems/ Login/Registration IssuesPosted: Tue Dec 15, 2015 11:49 am Subject:Forum error |
Dear admin,
recently i have experienced some trouble while posting replies in the sefi forum, the particulars are as follows;
**attachments cannot be uploaded, i have tried to upload rar & ... |
| Topic:STAAD modelling of Conical elevated tank |
Alok Dixit
Replies:2
Views:4400
|
Forum:SEFI General DiscussionPosted: Tue Dec 15, 2015 11:44 am Subject:STAAD modelling of Conical elevated tank |
Create a center line plan for your tank geometry divide it into two equal parts along the line of symmetry.
remove all the other unnecessary lines & texts, only center lines shall remain.
Di ... |
| Topic:Check staad model |
Alok Dixit
Replies:12
Views:12543
|
Forum:SEFI General DiscussionPosted: Thu Dec 10, 2015 10:15 am Subject:Use of MFACE, SFACE & EFACE commands |
Dear all,
With reference to topic of discussion, i am posting a verification problem in which i have used MFACE command along with SFACE & EFACE in design of beam members to instruct the prog ... |
| Topic:Check staad model |
Alok Dixit
Replies:12
Views:12543
|
Forum:SEFI General DiscussionPosted: Thu Dec 03, 2015 7:11 pm Subject:Check staad model |
Dear Er Alok,
In the analysis we consider the length of beam as the distance between the centerlines of columns. But in reality, the beam length is between the face of columns. Hence it is sufficie ... |
| Topic:Check staad model |
Alok Dixit
Replies:12
Views:12543
|
Forum:SEFI General DiscussionPosted: Wed Dec 02, 2015 6:44 am Subject:Check staad model |
Dear Alok,
Why do you have a different opinion?. Why don't you check the moment considering full length as per your opinion & design the beam, make sure that the beam is designed for the moment a ... |
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