www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

PEB design
Goto page Previous  1, 2, 3
 
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion
View previous topic :: View next topic  
Author Message
Salman Alibhai Dhroj
SEFI Member
SEFI Member


Joined: 28 Aug 2019
Posts: 4

PostPosted: Fri Sep 13, 2019 9:19 am    Post subject: Reply with quote

ashisheck wrote:
Dear sir

i have a work of foundation design of  semi peb structure
where reaction is

Load & Load comb. Fx kN Fy kN FZ KN moment at bottom of column (col.ht.=5m)

DL+LL 36.8 15.52 184
DL+wlx(sc) -108.5 -41 -542.5
DL+wlx(Pr) -141.5 -67 -707.5
DL-wlx(Sc) -101.5 -39 -507.5
DL-wlx(Pr) -138.5 -45 -692.5
DL+wlz(Sc) -87.5 -37 -437.5
DL+wlz(Pr) -162.5 -67 -812.5
DL-wlz(Sc) 35.5 15 177.5
DL-wlz(Pr) 35.5 15 177.5

this is at +5m. from ground. and after peb structure is rested on 5m length of RCC column
so column and foundation has a vary high moment
just in dl+wlz(pr) is 812.5 so i will design foundation in such heavy moment case.........

Thanks in advance


sandeep_chauhan wrote:
Dear Sefians,
Some leading PEB manufacturers in the world with there web addresses are there in the link below.

http://www.mbsweb.com/htmls/clients%202.htm

Hope it will help.

Thanks
Sandeep Chauhan
Sr-Engineer (PEB Design)
Back to top
View user's profile Send private message
mjnasar
...
...


Joined: 26 Jan 2003
Posts: 55

PostPosted: Wed Sep 18, 2019 12:27 pm    Post subject: Reply with quote

Dear Engineer

I suppose the tie beams, framings & cross ties at the

level of bottom of steel or

level of grade beam

will reduce / balance moments.

-Try as 3d frames at level of footings, level of grade beams etc.

Regards
Back to top
View user's profile Send private message
Display posts from previous:   
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion All times are GMT
Goto page Previous  1, 2, 3
Page 3 of 3

 

 
Jump to:  
You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot vote in polls in this forum
You cannot attach files in this forum
You can download files in this forum


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy