Uniform Building CodePacific Coast Building Officials Conference, 1927 - Building laws |
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Page 87
... unit , shall have webs and shells of not less than one and one - half ( 12 ) inches in thickness , and the air spaces in the individual unit shall not exceed one - third of the gross volume of the unit . The concrete used in Grade A units ...
... unit , shall have webs and shells of not less than one and one - half ( 12 ) inches in thickness , and the air spaces in the individual unit shall not exceed one - third of the gross volume of the unit . The concrete used in Grade A units ...
Page 114
... unit of area of surface of bar ; v = shearing unit stress ; V total shear ; w = uniformly distributed load per unit of length of bear or slab ; w upward reaction per unit of area of base of footing ( i footing formulae ) ; w ...
... unit of area of surface of bar ; v = shearing unit stress ; V total shear ; w = uniformly distributed load per unit of length of bear or slab ; w upward reaction per unit of area of base of footing ( i footing formulae ) ; w ...
Page 127
... unit stresses due to the combined axial load and bending shall be determined as follows : ( 1 ) With Spiral Reinforcement - The compressive unit stress at the extreme fibre cn the concrete within the core area under combined axial load ...
... unit stresses due to the combined axial load and bending shall be determined as follows : ( 1 ) With Spiral Reinforcement - The compressive unit stress at the extreme fibre cn the concrete within the core area under combined axial load ...
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Common terms and phrases
asbestos balconies bars beams block or tile brick Building Inspector building or structure cent Chapter 43 chimney Code column combustible compression compression member construction as specified doors Douglas Fir dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders Group A buildings Group H Gunite gypsum height horizontal inches in thickness inches thick incombustible materials joists less than one-hour less than three live load located masonry walls maximum metal mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Pondosa Portland cement pounds per square proscenium protected ramps reinforced concrete rivets seats side slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet square inch Stairs and Exits stairways stories street structural steel studs supported thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood