Uniform Building CodePacific Coast Building Officials Conference, 1927 - Building laws |
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Page 116
... beams and slabs shall be the clear span plus the depth of beam or slab but shall not exceed the distance between centers of the supports . The span length for continuous or restrained beams built to act integrally with supports shall be ...
... beams and slabs shall be the clear span plus the depth of beam or slab but shall not exceed the distance between centers of the supports . The span length for continuous or restrained beams built to act integrally with supports shall be ...
Page 117
... Beams and slabs of equal spans freely supported Moment Co- or built to act integrally with beams , girders or other slightly efficients : restraining support , or beams and slabs built into masonry Freely walls in a manner which ...
... Beams and slabs of equal spans freely supported Moment Co- or built to act integrally with beams , girders or other slightly efficients : restraining support , or beams and slabs built into masonry Freely walls in a manner which ...
Page 120
... beams where bar reinforce- Anchorage ment is used to resist tensile stresses developed by beam action shall be taken ... beams or at the outer ends of freely supported end spans of continuous beams , the critical section for bond shall ...
... beams where bar reinforce- Anchorage ment is used to resist tensile stresses developed by beam action shall be taken ... beams or at the outer ends of freely supported end spans of continuous beams , the critical section for bond shall ...
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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