Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 101
... Allowable unit stresses may be used without allowance for impact up to impact of 100 per cent of live loads figured ... stresses set forth in Table No. 25 - A shall be reduced as required by the Building Official . ( d ) Working Stress ...
... Allowable unit stresses may be used without allowance for impact up to impact of 100 per cent of live loads figured ... stresses set forth in Table No. 25 - A shall be reduced as required by the Building Official . ( d ) Working Stress ...
Page 105
... allowable unit axial stress permitted for members act- ing solely as a column ( see Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) ...
... allowable unit axial stress permitted for members act- ing solely as a column ( see Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) ...
Page 132
... ALLOWABLE UNIT STRESSES IN CONCRETE Description Allowable Unit Stresses For Any Strength of Concrete as Fixed by When Strength of Concrete is Fixed by the Water - Content in Accordance with Sec . 2606 Test in Accordance f'c = f'c = f'c ...
... ALLOWABLE UNIT STRESSES IN CONCRETE Description Allowable Unit Stresses For Any Strength of Concrete as Fixed by When Strength of Concrete is Fixed by the Water - Content in Accordance with Sec . 2606 Test in Accordance f'c = f'c = f'c ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood