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RE: [StrucTX] Asphalting in cold weather ( below 40 degree F)

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Try the Asphalt Institute website at http://www.asphaltinstitute.org/

-----Original Message-----
From: Yousuf Tai [mailto:yhtai2(--nospam--at)hotmail.com]
Sent: Thursday, January 13, 2000 6:37 PM
To: structx(--nospam--at)topica.com; seaint(--nospam--at)seaint.org
Subject: Re: [StrucTX] Asphalting in cold weather ( below 40 degree F)


I am trying to develop a specification for Asphalt pavement in cold weather 
i.e when temperature goes below 40 degree F. Any one has any idea where can 
I get any litrature about it. I will appreciate your input.
Yousuf Tai P.E.


>From: "Polhemus, Bill" <wlpolhemus(--nospam--at)sbinfra.com>
>Reply-To: structx(--nospam--at)topica.com
>To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>, "'structx(--nospam--at)topica.com'" 
><structx(--nospam--at)topica.com>
>Subject: [StrucTX] Modeling Steel Deck As Shear Diaphragm
>Date: Tue, 11 Jan 2000 12:02:35 -0800
>
>Please help me to refresh my memory:
>
>The way you want to do this in a simple wind load analysis is:
>
>1. Determine steel roof deck type gage.
>
>2. Compute G' value from manufacturer's catalogue information.
>
>3. Determine an equivalent thickness of flat steel plate that will have G =
>G'.
>
>4. Use this thickness as the property of your "plain stress" element which
>you will put in your model.
>
>If I'm forgetting stuff, let me know. Sorry, it's been awhile since I've
>done this and I have to be sure I've got it right.
>
>Thanks.
>
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