Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 104
... length to least dimension l / d not exceeding 11 ( short columns ) , shall not exceed the allowable unit com- pression stress parallel to grain for short columns , as set forth in Table No. 25 - A , i.e .: Р = c A ( b ) Intermediate ...
... length to least dimension l / d not exceeding 11 ( short columns ) , shall not exceed the allowable unit com- pression stress parallel to grain for short columns , as set forth in Table No. 25 - A , i.e .: Р = c A ( b ) Intermediate ...
Page 149
... LENGTH OF BARS AND POINTS OF BEND With Drop Without Drop General Case C = .2251 General Case C = .2251 TWO - WAY FLAT SLAB ( COLUMN STRIP ) Length of straight bars ( not less than 4 of total band steel ) Length of bent bars ( not less ...
... LENGTH OF BARS AND POINTS OF BEND With Drop Without Drop General Case C = .2251 General Case C = .2251 TWO - WAY FLAT SLAB ( COLUMN STRIP ) Length of straight bars ( not less than 4 of total band steel ) Length of bent bars ( not less ...
Page 150
... length is not greater than 10 times the least lateral dimension . When the unsupported length exceeds this value , the design shall be modified as shown in Subsection ( g ) . Prin- cipal columns in buildings shall have a minimum ...
... length is not greater than 10 times the least lateral dimension . When the unsupported length exceeds this value , the design shall be modified as shown in Subsection ( g ) . Prin- cipal columns in buildings shall have a minimum ...
Contents
Civil Engine 8 ply 16 Me Ciurg 1946 ld | 19 |
Part IIDefinitions and Abbreviations | 29 |
CHAPTER | 36 |
Copyright | |
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adjacent property lines approved bars beams bending bolts brick 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 flat slab 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 permitted piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe solid 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 TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood