Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
... parallel to grain , shall be designed structurally as follows : ( a ) Short Columns . The safe load , in pounds per square inch of net cross sectional area , for columns and other members stressed in compression parallel to the grain ...
... parallel to grain , shall be designed structurally as follows : ( a ) Short Columns . The safe load , in pounds per square inch of net cross sectional area , for columns and other members stressed in compression parallel to the grain ...
Page 133
... parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one - quarter . In locations " usually wet , " tabulated ...
... parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one - quarter . In locations " usually wet , " tabulated ...
Page 135
... parallel to the grain of the wood shall not be allowed for resisting computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden ...
... parallel to the grain of the wood shall not be allowed for resisting computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden ...
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