Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 106
... Grain . When a force is applied by means of a bolt at an angle with the fiber of a wood member , the safe load shall ... grain as set forth in Table No. 25 - B . q = safe load on bolt perpendicular to grain as set forth in Table No. 25 ...
... Grain . When a force is applied by means of a bolt at an angle with the fiber of a wood member , the safe load shall ... grain as set forth in Table No. 25 - B . q = safe load on bolt perpendicular to grain as set forth in Table No. 25 ...
Page 108
... grain , edge margin nearest the edge toward which the load is acting shall be at least four times the bolt diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter ...
... grain , edge margin nearest the edge toward which the load is acting shall be at least four times the bolt diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter ...
Page 116
... grain is not parallel and in which all pieces are bonded together with glue . Glued Laminated Structural Lumber - Lumber consisting of laminations in which the grain of all laminations is approxi- mately parallel and where all ...
... grain is not parallel and in which all pieces are bonded together with glue . Glued Laminated Structural Lumber - Lumber consisting of laminations in which the grain of all laminations is approxi- mately parallel and where all ...
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