Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 104
The safe load , in pounds per square inch of net cross sectional area , for
columns and other members stressed in compression parallel to the grain , with a
ratio of unsupported length to least dimension l / d not exceeding 11 ( short
columns ) ...
The safe load , in pounds per square inch of net cross sectional area , for
columns and other members stressed in compression parallel to the grain , with a
ratio of unsupported length to least dimension l / d not exceeding 11 ( short
columns ) ...
Page 149
International Conference of Building Officials, Pacific Coast Building Officials
Conference. TABLE NO . 26 - H - LENGTH OF BARS AND POINTS OF BEND Flat
Slabs ( Cont ' d . ) With Drop Without Drop General Case = . 2251 General Case
1 ...
International Conference of Building Officials, Pacific Coast Building Officials
Conference. TABLE NO . 26 - H - LENGTH OF BARS AND POINTS OF BEND Flat
Slabs ( Cont ' d . ) With Drop Without Drop General Case = . 2251 General Case
1 ...
Page 150
The following subsections on reinforced concrete and composite columns except
Subsection ( g ) apply to a short column , for which the unsupported length is not
greater than 10 times the least lateral dimension . When the unsupported length ...
The following subsections on reinforced concrete and composite columns except
Subsection ( g ) apply to a short column , for which the unsupported length is not
greater than 10 times the least lateral dimension . When the unsupported length ...
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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