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Author Message
  Topic: PILE LATERAL MODULUS OF SUBGRADE REACTION
skhalid

Replies: 3
Views: 1200

PostForum: SEFI General Discussion   Posted: Wed May 16, 2018 3:43 am   Subject: PILE LATERAL MODULUS OF SUBGRADE REACTION
Thank you Pandya Sir for your reply.
  Topic: PILE LATERAL MODULUS OF SUBGRADE REACTION
skhalid

Replies: 3
Views: 1200

PostForum: SEFI General Discussion   Posted: Tue May 15, 2018 12:11 pm   Subject: PILE LATERAL MODULUS OF SUBGRADE REACTION
Dear All,

While calculating modulus of subgrade reaction for piles (ks) as per section 16-15.1 of Bowles (page 935).

Equations 16-26a are suggested by bowles for calculating the ks.

Just befo ...
  Topic: Structural design of test piles vs working piles
skhalid

Replies: 9
Views: 2026

PostForum: SEFI General Discussion   Posted: Tue May 15, 2018 5:42 am   Subject: Structural design of test piles vs working piles
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Dear RESPECTED Sefian,[/HIGHLIGHT][/FONT]
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[FONT=Ve ...
  Topic: Structural design of test piles vs working piles
skhalid

Replies: 9
Views: 2026

PostForum: SEFI General Discussion   Posted: Mon May 14, 2018 4:26 am   Subject: Structural design of test piles vs working piles
Dear Sefian,

Please find my reply below point wise :

(1) Working Pile -- Vertical Load = 245 T
What about the Working Uplift/Tension AND Lateral Load. They should always be considered. Mostly L ...
  Topic: Base pressure analysis of isolated footing
skhalid

Replies: 5
Views: 4016

PostForum: SEFI General Discussion   Posted: Sun Jan 19, 2014 1:31 pm   Subject: Base pressure analysis of isolated footing
Great Work Sudhakaran Ji,

Thanks Very much.

But I wanted to know how this position of N.A. is calculated.

Please explain.

Eagerly waiting for ur reply.

S.M.Khalid
  Topic: Blast Resistant Design
skhalid

Replies: 8
Views: 4860

PostForum: SEFI General Discussion   Posted: Sun Sep 01, 2013 12:44 pm   Subject: Blast Resistant Design
Dear Mr. Yogesh,

Thank you very much.
  Topic: Blast Resistant Design
skhalid

Replies: 8
Views: 4860

PostForum: SEFI General Discussion   Posted: Tue Aug 13, 2013 4:53 am   Subject: Blast Resistant Design
Thanks Mr. Yogesh for replying.

Actually I am using 1997 Edition.

Well, I will wait for ur reply , in the meantime I will go through Mario Paz.

Thanks & Regards

S. Masood Khalid
  Topic: Blast Resistant Design
skhalid

Replies: 8
Views: 4860

PostForum: SEFI General Discussion   Posted: Mon Aug 12, 2013 12:53 pm   Subject: Blast Resistant Design
Any Comments ?????????
  Topic: Blast Resistant Design
skhalid

Replies: 8
Views: 4860

PostForum: SEFI General Discussion   Posted: Fri Aug 09, 2013 11:05 am   Subject: Blast Resistant Design
Dear All,

Reference to my previous posts.

I have prepared the excel sheet (attached herewith). For the initial steps results are matching with the example, but for later forces there is a huge d ...
  Topic: Blast Resistant Design
skhalid

Replies: 8
Views: 4860

PostForum: SEFI General Discussion   Posted: Sun Jul 28, 2013 8:53 am   Subject: Blast Resistant Design
Any Reply ??????????????
 
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