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Re: [TowerTalk] torque tightening querry

To: "Naveed at Hotmail" <conficious80@hotmail.com>,<towertalk@contesting.com>
Subject: Re: [TowerTalk] torque tightening querry
From: <hdmc38@bellsouth.net>
Date: Fri, 26 May 2006 12:58:22 -0400
List-post: <mailto:towertalk@contesting.com>
Google Bolt Torque specs.That wil get you close.

                                                 Joe K4XZ
> 
> From: "Naveed at Hotmail" <conficious80@hotmail.com>
> Date: 2006/05/26 Fri AM 03:32:27 EDT
> To: <towertalk@contesting.com>
> Subject: [TowerTalk] torque tightening querry
> 
> What should be torque tightening for the bolts 0f 20mm and 16mm ASTM A36 , 
> ISO GRADE 5.8 bolts , of a lattice structure which is 60m high and has to 
> resist a wind speed of 150kph , lying in seismic zone IV , dead load in 
> addition to self weight is the feeder cables and ladder  wieghing 0.22kn/m , 
> 8 antenas weighing 23kg each, 4 microwaves wieghing 12kg each, having maximum 
> allowable twist and tilt to be +-0.45 deg.Can you please tell me the source 
> atleast.  ?
> 
> 
> 
> Regards
> NAVEED IRSHAD
> _______________________________________________
> 
> 
> 
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JOE PATRICK
SENIOR PLUMBING/MECHANICAL
INSPECTOR CITY OF BOYNTON BEACH

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