Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 145
A column strip one - half panel in width occupying the two Flat Slabs quarter -
panel areas outside of the middle strip . ... In the two - way system it shall be
assumed that the various moments in the strips are resisted by the bands located
within ...
A column strip one - half panel in width occupying the two Flat Slabs quarter -
panel areas outside of the middle strip . ... In the two - way system it shall be
assumed that the various moments in the strips are resisted by the bands located
within ...
Page 146
00975W1 Column Strip , Negative Moment Column Strip , Positive Moment
Middle Strip , Negative Moment Middle Strip ... 0104 W1 FOUR - WAY SYSTEM
WITH DROPPED PANELS ( MOMENTS BY STRIPS ) - MIC + M - Mm + Mm ft . Ib .
ft .
00975W1 Column Strip , Negative Moment Column Strip , Positive Moment
Middle Strip , Negative Moment Middle Strip ... 0104 W1 FOUR - WAY SYSTEM
WITH DROPPED PANELS ( MOMENTS BY STRIPS ) - MIC + M - Mm + Mm ft . Ib .
ft .
Page 147
Moments in the strips perpendicular to the discontinuous edge where they differ
from an interior panel , are given in the following table . Negative moments in the
column strip and middle strip on the line of the first interior columns are the same
...
Moments in the strips perpendicular to the discontinuous edge where they differ
from an interior panel , are given in the following table . Negative moments in the
column strip and middle strip on the line of the first interior columns are the same
...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood