Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 138
5 and less ambito values Case 1 — Interior Panels Negative Moment at
Continuous edge Discontinuous edge Positive Moment at Midspan . 033 . 040 .
055 . 063 . 083 . 033 . 048 . 036 . 025 . 030 . 041 . 047 . 062 . 025 Case 2 - One
Edge ...
5 and less ambito values Case 1 — Interior Panels Negative Moment at
Continuous edge Discontinuous edge Positive Moment at Midspan . 033 . 040 .
055 . 063 . 083 . 033 . 048 . 036 . 025 . 030 . 041 . 047 . 062 . 025 Case 2 - One
Edge ...
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
...
Page 170
The minimum distance from the center of any rivet or bolt hole to any edge shall
be as set forth in Table No . 27 - A . TABLE NO . 27 - A MINIMUM EDGE
DISTANCES Minimum Edge Distance ( Inches ) for Punched Holes in Rivet
Diameter ...
The minimum distance from the center of any rivet or bolt hole to any edge shall
be as set forth in Table No . 27 - A . TABLE NO . 27 - A MINIMUM EDGE
DISTANCES Minimum Edge Distance ( Inches ) for Punched Holes in Rivet
Diameter ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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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