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Re: Old Timers - 18B35 section properties

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An addendum to the 6th edition listed an 18X6 B
 
Weight/ft                            35 #
Area                                  10.3 in.
depth                                 17.71 in.
Flange Width                       6.00 in.
Flange Average Thickness    .429 in.
Web Thickness                    .298 in.
Moment of Inertia                  512.3 in.^4    about the strong axis
Section Modulus                   57.9 in.^3      about the strong axis
 
 
-----Original Message-----
From: Glenn Otto <glenn.liberty.engineering(--nospam--at)worldnet.att.net>
To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Date: Friday, February 19, 1999 11:40 AM
Subject: Old Timers - 18B35 section properties

I have a beam designated on some plans from 1966 as "18B35".  My AISC 6th Edition only goes up to 16" light(weight) beams.  Do any of you old timers have some Bethlehem, USS, Carnegie, etc. steel books that contain that size?  I would appreciate if someone could supply the section properties (A, I, S ).  Thanks in advance.
 
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