Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 131
... horizontal Horizontal shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h ...
... horizontal Horizontal shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h ...
Page 292
... horizontal direction . All bracing systems both horizontal and vertical shall trans- mit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this section and ...
... horizontal direction . All bracing systems both horizontal and vertical shall trans- mit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this section and ...
Page 293
... HORIZONTAL FORCE FACTORS Part or Portion Value of " C " * Direction of Force The structure as a whole and every ... Horizontal Force Formula . In determining the horizontal force to be resisted , the following formula shall be used : F ...
... HORIZONTAL FORCE FACTORS Part or Portion Value of " C " * Direction of Force The structure as a whole and every ... Horizontal Force Formula . In determining the horizontal force to be resisted , the following formula shall be used : F ...
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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