Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 92
... joints of the masonry are filled by pouring grout therein as the work progresses . ( b ) Construction . All brick in the outer tiers shall be laid with full head and bed joints of Type A or B mortar and all interior joints shall be ...
... joints of the masonry are filled by pouring grout therein as the work progresses . ( b ) Construction . All brick in the outer tiers shall be laid with full head and bed joints of Type A or B mortar and all interior joints shall be ...
Page 107
... Joints bolt values shall be derived in accordance with the principles ( Cont'd . ) stated in the " Wood Handbook , " U. S. Department of Agricul- ture , 1940 . ( e ) Joints Other than Double Shear . When a joint consists of two members ...
... Joints bolt values shall be derived in accordance with the principles ( Cont'd . ) stated in the " Wood Handbook , " U. S. Department of Agricul- ture , 1940 . ( e ) Joints Other than Double Shear . When a joint consists of two members ...
Page 119
... Joints . For purposes of design wood shall be assumed to be continuous across the edge on a face joint or across a scarf joint . End joints , and scarf joints sloping more than one to 12 , shall not be assumed to carry stress . ( j ) ...
... Joints . For purposes of design wood shall be assumed to be continuous across the edge on a face joint or across a scarf joint . End joints , and scarf joints sloping more than one to 12 , shall not be assumed to carry stress . ( j ) ...
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