Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
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Page 77
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
Page 117
... carried by columns the following reductions shall be permitted , the reductions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying the ...
... carried by columns the following reductions shall be permitted , the reductions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying the ...
Page 171
... carry a load which would pro- duce a tensile stress in the bar greater than 10,000 pounds per square inch . Any mechanical device capable of developing the strength of the bar without damage to the concrete may be used in lieu of a hook ...
... carry a load which would pro- duce a tensile stress in the bar greater than 10,000 pounds per square inch . Any mechanical device capable of developing the strength of the bar without damage to the concrete may be used in lieu of a hook ...
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Common terms and phrases
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