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Allowable Wide-Beam and Diagonal-Tension Shear by ACI code 1

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XinLok

Civil/Environmental
Oct 22, 2019
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Screen_Shot_2019-10-22_at_10.44.09_PM_gxmd89.png


I searched hard to find out where the Table 3-2 without success.

Does anyone known in which part to ACI code 318-11 this table 3.2 exist?
 
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That table is not from the ACI 318 document. In ACI 318, shear was always in Chapter 11.
This table appears to be from a text book or some other reference that takes the provisions of 318 and tabulated them.



 
So the above table cannot be trusted?
Is there any table can be used in ACI 318-11 to get Vc from f'c?
I would like to get such table to help in recognizing the depth of footing.
 
To get Vc from f’c I would simply use the 318 document - the formulae are not difficult. I’ve never used or needed a table.

 
Yes you are right, the formulae is easy as pie.
Screen_Shot_2019-10-23_at_11.28.06_PM_uqkxdg.png


But if I have d unknown, then I won't be able to get the Vc.

Therefore in order to get estimated value of d, I have to get a value of vc from a table, then I will be having an equation which can be resolved and I can get the value of "d"

Let me know please if I am wrong.

Thanks
 
Not having a "d" is not a significant challenge.
If you know your Φvc stress (from the ACI formulae), and you know your Vu demand, simply back calculate the required d value.

Or simply try a d that you think might work, and see how the numbers come out.

I'm not sure why this is seen as difficult.???

 
Appreciate your support JAE,

let me explain:
Screen_Shot_2019-10-24_at_12.56.53_PM_vpvvfq.png


according to this Screenshot, we have 2 values for d, and in order to calculate these 2 values, we should have vc, otherwise we will have 3 unknowns.

Am I wrong?
 
But you have Vc in terms of d. You can substitute and do the algebra. Standard math type stuff.

Or, generate a spreadsheet where you guess a d, solve through and check the calculated d against the guess. Iterate until the two converge.
 
For oneway shear verification, it is okay.
But for two way shear penetration verification, for me it is an issue finding the minimum d
 
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