Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
In designing joint details the maximum allowable unit horizontal shear stress values set forth in Table No. 25 - A may be increased not to exceed 50 per cent . Sec . 2504. The maximum allowable unit stress in horizontal Horizontal shear ...
In designing joint details the maximum allowable unit horizontal shear stress values set forth in Table No. 25 - A may be increased not to exceed 50 per cent . Sec . 2504. The maximum allowable unit stress in horizontal Horizontal shear ...
Page 162
( 9 ) 2 ( 2 ) For span A , the maximum shear in the supporting beams may be determined by formula ( 10 ) . BA ( 1 - TA ) .. ( 10 ) 4 ( 3 ) For the purpose of computing shear and bending moments at intermediate points for the supporting ...
( 9 ) 2 ( 2 ) For span A , the maximum shear in the supporting beams may be determined by formula ( 10 ) . BA ( 1 - TA ) .. ( 10 ) 4 ( 3 ) For the purpose of computing shear and bending moments at intermediate points for the supporting ...
Page 258
Fire - resistive windows with hollow metal frames shall be limited to a maximum size of sixty square feet ( 60 sq . ft . ) with a six - foot ( 6 ' ) maximum width and a ten - foot ( 10 ' ) maximum height for double hung and ...
Fire - resistive windows with hollow metal frames shall be limited to a maximum size of sixty square feet ( 60 sq . ft . ) with a six - foot ( 6 ' ) maximum width and a ten - foot ( 10 ' ) maximum height for double hung and ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone