Hi all I m searching for design guideling for spillthrough abutment. if u have any idea or start up line please giveme name of book. Thanks Hardik Shah A/100,...
-Hi, Do you really think beams that are connected by the columns in the houses are fixed once ? According to me, all joints in the normal constructins which...
Dear Swamy, Please explain me the differance between rigid and fixed joints. ... 5, 50, 500, 5000 - Store N number of mails in your inbox. Click here....
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typicaly in column footings design , you may face the problem of punching shear .That is sometimes it may be required to increatse contact area to reduce...
Hi Usually punching shear occurs on footings, wherein the column load punches through the footing area, some measures maybe introduce by increasing the footing...
Hi Adrian, Could you please explain how the punching shear effect will be reduced by increasing the footing area and increasing the properties of soil by...
hi, according to my understanding, fixed joint is a type of joint wherein your not allowed for any translations or deformations, wherein forces are not allowed...
Prashant, What do you mean by increasing the contact area??? Regards, Shahid prashant gupta <kartik_prashant@...> wrote: typicaly in column footings...
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Hi,Mr.Shahid, By compacting the soil srrounded by footing its bearing capasity (soil) will be increased.Once bearing capcity is high to carry the vertical...
When the punching shear exceeds the permissible limit , the effected area increase will reduce the punching shear and design will be safe. Prashant Shahid...
Hi, by increasing the contact area,the compression load from the column will be spread out to the footing area,the area that tends to oppose this force is the...
I have read some comments in this group that indicates some mis- information about the idea of punching shear stresses being interpreted as bearing stress. ...
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Thanks God! At last someone came with a relevant e-mail on punching shear. I was really surprised to see the e-mails on punching shear and hence I had posted...
Dear Ermino, Thank you very much for your great explanation regarding the punching shear. Best Regards Ashfaq Khan quicksand_1987 <ermino@...> wrote: ...
Dear Ermino I thank you very much for your valuable information on punching shear Khalid. ... Need a vacation? Get great deals to amazing places on Yahoo!...
Please suggest which soft wares are use full for the Strl.analysis of the follwings. A)1.Multistoried Bldg. 2.Heavy Strs.(Bridges...)3.Water bound strs. ... ...
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The punching area at d/2 as mentioned will also increase when you increase either the breadth, depth or length of footing and thus will reduce pucnhing shear...
dear sir Plz help me in designing (hand calcultion) for designing underground water tank and over head water tank design as Indian codes , Though i tried...
Prashant, Increasing breadth and length of footing will not increase the puncing area in any way. Please refer to any book on concrete design or you can also...
... Yes, you are correct. In other words in fixed supports absolutely there is no rotation, eventhough there is some transolation but no rotation at all. To...
Dear All, 1)What Mr. Ermino, has quoted is correct. 2)To increase resistant to punching shear either increase depth of footing or size of column. 3) It can be...
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