Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
... compression . Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive ...
... compression . Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive ...
Page 190
... Compression Splices Gross and Net Sections WHERE R = concentrated interior load or end reaction , in pounds . t ... compression member shall be less in thickness than of the unsupported width of the outstanding leg or projecting part ...
... Compression Splices Gross and Net Sections WHERE R = concentrated interior load or end reaction , in pounds . t ... compression member shall be less in thickness than of the unsupported width of the outstanding leg or projecting part ...
Page 195
... Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is inter- rupted . Tie plates shall be as near the ends as ...
... Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is inter- rupted . Tie plates shall be as near the ends as ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood