• To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
• Subject: RE: Distributed Floor Loads
• From: Balmer James <James.Balmer(--nospam--at)rsandh.com>
• Date: Tue, 17 Jul 2001 15:46:36 -0400
```Check the minimum concentrated load used in original design.  For example, a
lobby in an office building requires a 2000 lb minimum concentrated load per
ASCE 7-95.  (The concentrated load is actually spread over a 2.5' square.)

to check the entire pathway that the equipment will travel within the
facility to arrive at its final location.  For this occurenc, you might be

In the final location, I doubt seriously that you would be able to restrict
the live loading.  At this point, I'd say you would have to analyze every
member in the load path (slab to beam to column).  You need to make it
absolutely clear that the equipment shall remain in the final position.
(Maybe anchor it so that it is less likely to happen.)

-----Original Message-----
From: Mitchell J. Sklar [mailto:MJS(--nospam--at)bala.com]
Sent: Tuesday, July 17, 2001 2:58 PM
To: seaint(--nospam--at)seaint.org

What is the general rule or any published documents about checking an

Example new UPS or Battery Cabinet installed in an existing building.
Assume original building live load design is 50psf + 20psf for
partitions. Battery Cabinet footprint is 45" x 32", weight = 3765#

Option 1 Gross load = 3765# / (45*32/144) = 376.5 psf (too much)
Option 2 3765# / [(18+45+18)*(18+32+18)]/144 = 98.4 psf (better)

How much area can I spread my new units out? 1 ft, 2ft?

Okay, now here is the twist, the Battery Cabinet is supported by 8
wheels @ 471#. How would you handle the concentrated stress?

Mitchell J. Sklar, P.E.
Structural Engineer
mjs(--nospam--at)bala.com
Bala Consulting Engineers, Inc.
p 610-649-8000 x 345
f  610-649-8475

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