STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Thank you Pandya Sir for your reply.

Dear All,

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

鲍尔斯方程16-26a提出的计算lating the ks.

Just befo ...

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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 ...

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

Dear Mr. Yogesh,

Thank you very much.

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

Any Comments ?????????

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 ...

Any Reply ??????????????