Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 157
... direction in which moments are considered ( see Section 2619 ) . Span length of flat slab panel center to center of col- umns , perpendicular to the rectangular direction in which moments are considered . Clear span for positive moment ...
... direction in which moments are considered ( see Section 2619 ) . Span length of flat slab panel center to center of col- umns , perpendicular to the rectangular direction in which moments are considered . Clear span for positive moment ...
Page 163
... direction only . Such reinforcement shall provide for the following minimum ratios of reinforcement area to con- crete area ( bd ) , but in no case shall such reinforcing bars be placed farther apart than five times the slab thickness ...
... direction only . Such reinforcement shall provide for the following minimum ratios of reinforcement area to con- crete area ( bd ) , but in no case shall such reinforcing bars be placed farther apart than five times the slab thickness ...
Page 293
... direction horizontally Normal to surface of wall Normal to surface of wall Any direction horizontally Towers , tanks , towers and tanks plus contents , chim- neys , smokestacks , and penthouses when connected to or a part of a building ...
... direction horizontally Normal to surface of wall Normal to surface of wall Any direction horizontally Towers , tanks , towers and tanks plus contents , chim- neys , smokestacks , and penthouses when connected to or a part of a building ...
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A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood