TABLE C-2. NMCI MINIMUM LOADS

3_580_10
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UFC 3-580-10

14 July 2004

Including changes 12 April 2005

TABLE C-2

NMCI MINIMUM LOADS*

OCCUPANCY UNIFORM UNIFORM CONCENTRATED CONCENTRATED

or USE

(kPa)

(psf)

(kN)

(lbs)

7.2

150

8.9

2000

Converted

Spaces for

Pops

3.6

4.45

1000

Converted

Spaces for

ERs

2.4

Converted

Recommendation

Spaces for

TRs

* Floors must be designed to support the uniformly distributed live loads or the

concentrated loads shown above, whichever produces the greater load effects.

Unless otherwise specified, the indicated concentration is assumed to be

uniformly distributed over a 0.76 by 0.76 m (2.5 by 2.5 ft) area (0.58m2 (6.25 ft2)

and located to produce the maximum load effects in the structural members.