Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 135
... Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the ...
... Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the ...
Page 177
... lateral dimension . In such case the permissible load , the gross area considered , and the required percentage of reinforcement must be taken as those of the circular column . ( d ) Tied Columns . 1. Permissible Load The maximum Tied ...
... lateral dimension . In such case the permissible load , the gross area considered , and the required percentage of reinforcement must be taken as those of the circular column . ( d ) Tied Columns . 1. Permissible Load The maximum Tied ...
Page 209
... lateral support as follows : One row of concrete bridging shall be placed in clear spans of fifteen feet ( 15 ' ) to twenty - four feet ( 24 ' ) ; two rows of bridging shall be placed in all clear spans of twenty - four feet ( 24 ' ) or ...
... lateral support as follows : One row of concrete bridging shall be placed in clear spans of fifteen feet ( 15 ' ) to twenty - four feet ( 24 ' ) ; two rows of bridging shall be placed in all clear spans of twenty - four feet ( 24 ' ) or ...
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