Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
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Page 1-179
... strength design method of this code . See Sections 1908.1.1 and 1909.2 . LOAD , LIVE , is the live load specified by Section 1602 ( with- out load factors ) . LOAD , SERVICE , is the live and dead loads ( without load factors ) ...
... strength design method of this code . See Sections 1908.1.1 and 1909.2 . LOAD , LIVE , is the live load specified by Section 1602 ( with- out load factors ) . LOAD , SERVICE , is the live and dead loads ( without load factors ) ...
Page 1-182
... strength set forth in Table 19 - A - 4 . 1904.3.2 Calcium chloride as an admixture shall not be used in concrete to be exposed to severe or very severe sulfate - containing solutions , as defined in Table 19 - A - 4 . 1904.4 Corrosion ...
... strength set forth in Table 19 - A - 4 . 1904.3.2 Calcium chloride as an admixture shall not be used in concrete to be exposed to severe or very severe sulfate - containing solutions , as defined in Table 19 - A - 4 . 1904.4 Corrosion ...
Page 1-183
... strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test record , several strength test records , or trial mixtures . 1905.3.3.1 When test records are used ...
... strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test record , several strength test records , or trial mixtures . 1905.3.3.1 When test records are used ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 1-7 |
UBC Standard 72 Fire Tests of Door Assemblies | 1-68 |
UBC Standard 2111 | 1-94 |
Copyright | |
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accessible aggregate aisle applied approved area of refuge ASTM automatic sprinkler system B.W. gage braced wall lines building official building or structure ceiling cement combustible comply concrete conform corridor Division 3 Occupancies doors dwelling units elevator equipment exceed EXCEPTION exit-access exterior walls fire assembly Fire Code fire-resistive construction fire-resistive rating floor area grade Group H grout gypsum hazardous height inches inspection installed insulation joists kN/m² live load located masonry materials maximum means of egress minimum N/C less nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels percent perlite portion reinforcement requirements of Section roof rooms Select Structural sheathing slope smoke smoke detector space specified in Chapter specified in Section square feet stairways standpipes steel storage story studs surface Table tested thickness tion Type UBC Standard Uniform Building Code units vertical veneer ventilation vermiculite vertical in 12 wallboard water closet width wire wood