Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 50
Page 39
... maximum number of stories in height of every Maximum building shall be dependent upon the character of the occu- Heights pancy and the type of construction , and shall not exceed the of limits set forth in Table No. 5 - D , except as ...
... maximum number of stories in height of every Maximum building shall be dependent upon the character of the occu- Heights pancy and the type of construction , and shall not exceed the of limits set forth in Table No. 5 - D , except as ...
Page 157
... maximum column moment are capable of developing fully the yield point strength of the reinforcement . ( k ) Walls . 1. Lateral and Eccentric Loads . Walls shall be Walls designed for any lateral or other loads to which they are sub ...
... maximum column moment are capable of developing fully the yield point strength of the reinforcement . ( k ) Walls . 1. Lateral and Eccentric Loads . Walls shall be Walls designed for any lateral or other loads to which they are sub ...
Page 171
... maximum pitch in the line of stress in each gauge line shall not exceed 24 times the thinnest plate with a maximum of eighteen inches ( 18 ′′ ) . In tension members composed of two angles , a pitch of three feet six inches ( 3 ' - 6 ...
... maximum pitch in the line of stress in each gauge line shall not exceed 24 times the thinnest plate with a maximum of eighteen inches ( 18 ′′ ) . In tension members composed of two angles , a pitch of three feet six inches ( 3 ' - 6 ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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