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// CODE SNIPPET

§27-563 Partial Loading Conditions

NYC 1968 Code (Vol I) > 9 Loads > 3 Live Loads > §27-563 Partial Loading Conditions
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  1. Uniformly distributed loads. In continuous framing and cantilever construction, the design shall consider live load on all spans and arrangements of partial live load that will produce maximum stresses in the supporting members. The simplifications given in paragraphs one through three of this subdivision are permissible.
    1. FLOOR AND ROOF FRAMING.
      1. For vertical live load applied to the level under consideration, the far ends of the columns above and below that level may be assured as fixed.
      2. Combinations of live load may be limited to the following:
        1. Live load placed on two adjacent spans.
        2. Live load placed on alternate spans. The effects of live load on spans more than two spans away from the span under consideration may be neglected.
    2. ARCHES AND GABLED FRAMES.
      1. Live load placed on 1/2 span adjacent to one support.
      2. Live load placed on the center 1/4 span.
      3. Live load placed on 3/8 the span adjacent to each support.
    3. COLUMNS. Moments due to vertical loads may be calculated from the live load on the largest single adjacent span of the floor under consideration. This moment shall be assumed to act concurrently with live load on all other floors.
  2. Moving concentrated loads. Structural members supporting moving concentrated loads shall be designed for only those loads that can physically occur simultaneously and are arranged to produce maximum stresses.

Related Code Sections


§27-563 Loads, Partial Loading Conditions
of partial live load that will produce maximum stresses in the supporting members. The simplifications given in paragraphs one through three ...
NYC 1968 Code (Vol I) > 9 Loads > 3 Live Loads > §27-563 Partial Loading Conditions
Article 5 Loads, Wind Loads and Earthquake Loads
, the effects of partial loading conditions shall be considered. (b) Earthquake loads. Every building, structure and portion thereof shall, at a minimum ...
NYC 1968 Code (Vol I) > 9 Loads > 5 Wind Loads and Earthquake Loads
§27-599 Structural Work, Load Tests
loaded and additional tests shall be performed under the partial loading conditions specified in subchapter nine of this chapter. Test specimens shall ...
NYC 1968 Code (Vol I) > 10 Structural Work > 3 Adequacy of the Structural Design > §27-599 Load Tests
1608.5 Structural Design, Partial Loading
The effect of not having the balanced snow load over the entire loaded roof area shall be analyzed in accordance with Section 7.5 of ASCE 7 ...
NYC Building Code 2008 > 16 Structural Design > 1608 Snow Loads and Thermal Loads > 1608.5 Partial Loading
1608.5 Structural Design, Partial Loading
The effect of not having the balanced snow load over the entire loaded roof area shall be analyzed in accordance with Section 7.5 of ASCE 7 ...
NYC Building Code 2014 > 16 Structural Design > 1608 Snow Loads > 1608.5 Partial Loading
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