California Building Code, Volume 1International Conference of Building Officials, 2001 - Building laws |
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Page 23
... Flexural Members Section 1921A Reinforced Concrete Structures 2-146 Section 1918 Prestressed Concrete 2-147 Resisting Forces Induced by Earthquake Motions Section 1919 Shells and Folded Plates 2-151 Section 1922A Plain Concrete ...
... Flexural Members Section 1921A Reinforced Concrete Structures 2-146 Section 1918 Prestressed Concrete 2-147 Resisting Forces Induced by Earthquake Motions Section 1919 Shells and Folded Plates 2-151 Section 1922A Plain Concrete ...
Page 1-178
... member with a ratio of height - to - least - lateral dimension of 3 or greater used primarily to support axial compres- sive load . COMPOSITE CONCRETE FLEXURAL MEMBERS are concrete flexural members of precast and cast - in - place ...
... member with a ratio of height - to - least - lateral dimension of 3 or greater used primarily to support axial compres- sive load . COMPOSITE CONCRETE FLEXURAL MEMBERS are concrete flexural members of precast and cast - in - place ...
Page 1-187
... flexural members , walls and compression members shall be as fol- lows : d≤ 8 in . ( 203 mm ) d > 8 in . ( 203 mm ) TOLERANCE ON d + 3/8 in . ( 9.5 mm ) 1/2 in . ( 12.7 mm ) TOLERANCE ON MINIMUM CONCRETE COVER -3/8 in . ( 9.5 mm ) - 1 ...
... flexural members , walls and compression members shall be as fol- lows : d≤ 8 in . ( 203 mm ) d > 8 in . ( 203 mm ) TOLERANCE ON d + 3/8 in . ( 9.5 mm ) 1/2 in . ( 12.7 mm ) TOLERANCE ON MINIMUM CONCRETE COVER -3/8 in . ( 9.5 mm ) - 1 ...
Contents
Matrix Adoption Tables | XTC-1 |
UBC Standard 233 | XTC-23 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
Copyright | |
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Common terms and phrases
2001 CALIFORNIA BUILDING 30 inches A L CL A L accessible route aisle AL CL AL applied approved assembly ASTM braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter 11A CL AL CL CL CL comply with Section concrete corridors curb ramps Division door DOSH DSA/AC dwelling units elevator enclosure equipment exceed EXCEPTION exit exterior walls facilities fire-resistive rating fixture floor area gage gypsum handrails height installed joists LA LC LA lath LC LA LC LC LC less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster protected ramp regulations reinforcement requirements of Section roof rooms seating Select Structural side slope smoke square feet stairways storage studs surface Table thickness tion toilet Type UBC Standard Uniform Building Code veneer water closet wheelchair wire wood