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Re: ACI 318-71 load combinations

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Thanks Jose and Paul.  I think the 1.4(D+T) will govern.

MJ

--- On Tue, 5/21/13, Jose M Rojas <cletus26.2(--nospam--at)gmail.com> wrote:

From: Jose M Rojas <cletus26.2(--nospam--at)gmail.com>
Subject: Re: [SEAINT-SEAOSC] ACI 318-71 load combinations
To: seaint-seaosc(--nospam--at)mail-list.com
Date: Tuesday, May 21, 2013, 9:49 PM

U=1.4D+1.70L........................9.1
U=0.75(1.4D+1.7L+1.7W)........9.2 a
U=0.90D+1.3W       ................9.3
U=0.75(1.4D+1.7L+1.87E) .......9.2b
U=1.4D+1.7L+1.7H    ..............9.4
U=0.75(1.4D+1.4T+1.7L)     ......9.5
U=1.4(D+T)   ...........................9.6

On Tue, May 21, 2013 at 5:38 PM, Paul Blomberg
<paul.blomberg(--nospam--at)gmail.com>wrote:

> I don't have my 318-71 standard with me but the load combination was 1.4D
> + 1.7L .
> 
> Paul.
> Phoenix, AZ
> 
> On Tue, May 21, 2013 at 3:38 PM, Mark Johnson <markajohn(--nospam--at)yahoo.com>
> wrote:
>> I’m trying to come up with a strength for a concrete column

Truncated 304 characters in the previous message to save energy.

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