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Sheldon Wolfe
Senior Member
Username: sheldon_wolfe

Post Number: 915
Registered: 01-2003


Posted on Thursday, June 09, 2016 - 02:49 pm:   Edit PostDelete PostPrint Post

MasterSpec users probably use lbf (pounds force) instead of lb (pounds) in their specs. How common is lbf in specifications for non-MasterSpec users?

How common is lbf on drawings? The specs might use lbf, but lb might be used on drawings.
user (Unregistered Guest)
Unregistered guest
Posted on Thursday, June 09, 2016 - 03:13 pm:   Edit PostDelete PostPrint Post

Use lbf in specifications, not lb.
Dewayne Dean
Senior Member
Username: ddean

Post Number: 55
Registered: 02-2016


Posted on Thursday, June 09, 2016 - 03:51 pm:   Edit PostDelete PostPrint Post

Spec Link uses lbf in a few places.
Michael Chusid, RA FCSI CCS
Senior Member
Username: michael_chusid

Post Number: 157
Registered: 10-2003


Posted on Thursday, June 09, 2016 - 05:18 pm:   Edit PostDelete PostPrint Post

Forgive me for being "sluggish", but would someone explain:
1. If we are building static structures on earth, why and where would we use lbf instead of lb mass?
2. How did I make it through architecture school and 35+ years of architectural practice and never heard of lbf?
Michael Chusid, RA FCSI CCS
www.chusid.com www.buildingproduct.guru
George A. Everding, FCSI, CCS, CCCA, AIA
Senior Member
Username: geverding

Post Number: 828
Registered: 11-2004


Posted on Thursday, June 09, 2016 - 05:39 pm:   Edit PostDelete PostPrint Post

Nice pun, Michael. One lbf accelerates one slug by 1 ft/s^2, for those who have forgotten what they learned in high school.
Dave Metzger
Senior Member
Username: davemetzger

Post Number: 644
Registered: 07-2001
Posted on Thursday, June 09, 2016 - 05:45 pm:   Edit PostDelete PostPrint Post

That must have been an advanced high school you went to, George. I don't remember learning that in college--though that's probably more a reflection of my porous mind than of what were the pretty good structures courses I took at Michigan.
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 1649
Registered: 05-2003
Posted on Thursday, June 09, 2016 - 06:38 pm:   Edit PostDelete PostPrint Post

Michael, look at ASTM E 985 or the building code for railing design, its been referenced in ever railing spec I prepare, typically calling for Uniform Load of 50 lbs/ft applied in any direction,on top rail of railing system.
Ronald L. Geren, FCSI, AIA, CCS, CCCA, SCIP
Senior Member
Username: specman

Post Number: 1405
Registered: 03-2003


Posted on Thursday, June 09, 2016 - 06:57 pm:   Edit PostDelete PostPrint Post

Ah, the benefits of the metric system. When one uses "pound" we don't know if they're talking about mass, force, or English currency. But with the metric system it is clear:
* gram = mass
* Newton = force
* pound = that funny money over the pond.
Ron Geren, FCSI, AIA, CCS, CCCA, SCIP
www.specsandcodes.com
Michael Chusid, RA FCSI CCS
Senior Member
Username: michael_chusid

Post Number: 158
Registered: 10-2003


Posted on Thursday, June 09, 2016 - 07:51 pm:   Edit PostDelete PostPrint Post

Jerome

As you point out, the required load resistance on railings is described as pounds (lb), not as pound force (lbf).

It is generally understood that the load on the rail is a force, not a mass. But sometimes a railing is tested in a horizontal position by applying a mass.

So my question remains -- is using lbf in specifications meaningful to the typical designer and builder or jury?
Michael Chusid, RA FCSI CCS
www.chusid.com www.buildingproduct.guru
Michael Chusid, RA FCSI CCS
Senior Member
Username: michael_chusid

Post Number: 159
Registered: 10-2003


Posted on Thursday, June 09, 2016 - 07:57 pm:   Edit PostDelete PostPrint Post

Ron

There is much to recommend about SI, but lexiconic purity is not one of them.

A gram is also a category of legume, and a Gram is a characteristic of cell physiology.
Michael Chusid, RA FCSI CCS
www.chusid.com www.buildingproduct.guru
Sheldon Wolfe
Senior Member
Username: sheldon_wolfe

Post Number: 916
Registered: 01-2003


Posted on Friday, June 10, 2016 - 03:39 pm:   Edit PostDelete PostPrint Post

Good question (and pun), Micahel. One could argue that pounds-force or lbf are the "correct" term, as used by physcists and engineers, and it would be hard to reject that argument. Practically speaking, I doubt anyone has ever been confused by the use of pounds or lb whether used for mass or force. My old specs did not differentiate, and we never had a problem because of the units.

BSD uses pounds, pounds-force, pounds-force/inch, pounds per square inch, psi, lbf/in, lbf/sq ft, and lbs for pressure. For weight and density, it uses pounds, lb, and lbs. I'm sure neither MasterSpec nor SpecLink users change whatever units are in the specifications, so pounds-force and similar units are being used.

The reason the question came up is that we're updating our drawing notes, which include lb as an abbreviation for pound and pounds. As noted above, that sometimes agrees with what's in SpecLink - and sometimes does not, which makes it hard to decide what to do with the drawing notes. By the way, lbs is not a valid abbreviation.

I think we'll go with lb regardless of application. Now if only there were a way to to a global search and destroy on the specs...
Michael Chusid, RA FCSI CCS
Senior Member
Username: michael_chusid

Post Number: 174
Registered: 10-2003


Posted on Monday, July 11, 2016 - 06:27 pm:   Edit PostDelete PostPrint Post

For the first time, I saw lbf used in a non-technical document. The tire inflation pressure is stated in lbf in the Toyota Prius User Manual. It is still confusing to me, but at least I am now attuned to noticing.
Michael Chusid, RA FCSI CCS
www.chusid.com www.buildingproduct.guru

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