Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 133
12 wl Shear in end members at first interior support 1.20 2 wľ Shear at other supports 2 For the purpose of applying this method “ approximately ' ' shall be construed to mean that the longer of two adjacent spans shall not exceed the ...
12 wl Shear in end members at first interior support 1.20 2 wľ Shear at other supports 2 For the purpose of applying this method “ approximately ' ' shall be construed to mean that the longer of two adjacent spans shall not exceed the ...
Page 134
Where slabs of uniform thickness are built integrally with their supports the span length may be taken equal to the clear span between faces of supports and the width of support otherwise neglected . 6. In the application of the ...
Where slabs of uniform thickness are built integrally with their supports the span length may be taken equal to the clear span between faces of supports and the width of support otherwise neglected . 6. In the application of the ...
Page 248
47 - A - WEIGHTS OF METAL AND WIRE LATH MAXIMUM SPACING OF SUPPORTS TYPES OF LATH WEIGHT ( lbs . per sq . yd . FOR WALLS FOR CEILINGS Wire Lath 2.48 16 " 12 " 2.5 16 " 0 Flat Expanded Flat Expanded 3.4 16 " 16 " Flat Rib 2.75 16 " 16 ...
47 - A - WEIGHTS OF METAL AND WIRE LATH MAXIMUM SPACING OF SUPPORTS TYPES OF LATH WEIGHT ( lbs . per sq . yd . FOR WALLS FOR CEILINGS Wire Lath 2.48 16 " 12 " 2.5 16 " 0 Flat Expanded Flat Expanded 3.4 16 " 16 " Flat Rib 2.75 16 " 16 ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
19 other sections not shown
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Common terms and phrases
additional adjacent allowable applied approved bars beams bearing bolts Building Official building or structure ceiling cement cent Chimneys Class Code column compression concrete conform connections construction covering Definition designed diameter distance doors Enclosure exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches inspection installed interior joints joists lath least length less Light limits load located masonry materials metal occupancy one-half openings panel partitions permit pipe placed plaster portion pounds protected regulating reinforcement resistance rivets roof Separation shear side slab solid space Special specified specified in Chapter specified in Section square Standard steel storage story street strength stress Table tests thereof thickness tion Type unit values vent Ventilation vertical walls width wire wood