Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 133
... supports 1 wl ' 12 Positive moment at center of span 1 End spans wl ' 10 1 Interior spans - wl ' 12 Shear in end members at first interior support 1.20 Shear at other supports wl ' 2 wl ' 2 For the purpose of applying this method ...
... supports 1 wl ' 12 Positive moment at center of span 1 End spans wl ' 10 1 Interior spans - wl ' 12 Shear in end members at first interior support 1.20 Shear at other supports wl ' 2 wl ' 2 For the purpose of applying this method ...
Page 134
... 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 principle of continuity , center to center distances may be used in the ...
... 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 principle of continuity , center to center distances may be used in the ...
Page 248
... SUPPORTS TYPES OF LATH WEIGHT ( lbs . per sq . yd . FOR WALLS FOR CEILINGS Wire Lath 2.48 16 " 12 " Flat Expanded 2.5 16 " 0 Flat Expanded 3.4 16 " 16 " Flat Rib 2.75 16 " 16 " Flat Rib 3.4 24 " 24 " 3/8 " Rib 3.4 24 " 24 " Sheet Lath ...
... SUPPORTS TYPES OF LATH WEIGHT ( lbs . per sq . yd . FOR WALLS FOR CEILINGS Wire Lath 2.48 16 " 12 " Flat Expanded 2.5 16 " 0 Flat Expanded 3.4 16 " 16 " Flat Rib 2.75 16 " 16 " Flat Rib 3.4 24 " 24 " 3/8 " Rib 3.4 24 " 24 " Sheet Lath ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood