Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 134
... determined from other published recommendations , provided such recommendations are first approved by the Building In- spector . Allowable load values for timber connectors shall be based on empirical test data . Connector safe load ...
... determined from other published recommendations , provided such recommendations are first approved by the Building In- spector . Allowable load values for timber connectors shall be based on empirical test data . Connector safe load ...
Page 162
... determined from an equivalent uniformly distributed load per linear foot equal to w B ( 1 2 ― - eAra ) ... ( 9 ) ( 2 ) For span A , the maximum shear in the supporting beams may be determined by formula ( 10 ) . พ BA ( 1 4 - rɅ ) ...
... determined from an equivalent uniformly distributed load per linear foot equal to w B ( 1 2 ― - eAra ) ... ( 9 ) ( 2 ) For span A , the maximum shear in the supporting beams may be determined by formula ( 10 ) . พ BA ( 1 4 - rɅ ) ...
Page 179
... determined by the provisions of Subsec- tions ( i ) and ( j ) . In long columns subjected to definite bend- ing stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . The ...
... determined by the provisions of Subsec- tions ( i ) and ( j ) . In long columns subjected to definite bend- ing stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . The ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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