Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
( Floors with supports on four sides . ) E Modulus of elasticity of concrete in compression . Es Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of ...
( Floors with supports on four sides . ) E Modulus of elasticity of concrete in compression . Es Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of ...
Page 157
Negative moment at face of first interior support : For beams and girders and for slabs exceeding 10 feet : 1 ... 10 1 Interior spans 12 wľ Shear in end members at first interior support 1.20 2 wľ Shear at other supports 2 For the ...
Negative moment at face of first interior support : For beams and girders and for slabs exceeding 10 feet : 1 ... 10 1 Interior spans 12 wľ Shear in end members at first interior support 1.20 2 wľ Shear at other supports 2 For the ...
Page 158
Where members are widened near their supports the additional width may be neglected in computing moments but may be used in computing stresses . Additional section at the end may in any case be utilized in resisting shear if properly ...
Where members are widened near their supports the additional width may be neglected in computing moments but may be used in computing stresses . Additional section at the end may in any case be utilized in resisting shear if properly ...
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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