California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 18
Page 1-189
California. and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 ...
California. and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 ...
Page 1-360
... reinforcement required for shear resistance if 5 feet 4 inches ( 1626 mm ) long minimum . ' Cumulative shear wall length is to be at least as long as is shown in this table . However , see Figure A - 21-9 . The top figure is the minimum ...
... reinforcement required for shear resistance if 5 feet 4 inches ( 1626 mm ) long minimum . ' Cumulative shear wall length is to be at least as long as is shown in this table . However , see Figure A - 21-9 . The top figure is the minimum ...
Page 1-439
... Shear 1909.3 , 1911.3 , 1911.4 , 1911.5 218 Shear walls 1911.10 Shells 1919 Shrinkage and temperature reinforcement 1907.12 Slab , reinforcement 1913.3 Aluminum Chapter 20 General design requirements for hospital , public school and ...
... Shear 1909.3 , 1911.3 , 1911.4 , 1911.5 218 Shear walls 1911.10 Shells 1919 Shrinkage and temperature reinforcement 1907.12 Slab , reinforcement 1913.3 Aluminum Chapter 20 General design requirements for hospital , public school and ...
Contents
Matrix Adoption Tables | XTC-3 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
UBC Standard 102 Stairway Identification | 1-105 |
Copyright | |
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1998 CALIFORNIA BUILDING 30 inches accordance applied approved assembly ASTM B.W. gage braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter concrete conform corridor curb ramps devices Division 3 Occupancies doors DOSH DSA/AC dwelling units elevator enclosure enforcing agency equipment exceed EXCEPTION exit exterior walls facilities Fire Code fire-resistive rating fixture floor area Group H grout gypsum handrails hazard HCD 1/AC height inches 51 mm installed joists least less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster pool portland cement protected ramp regulations reinforcement requirements of Section roof rooms Select Structural sheathing side slope smoke smoke detector space specified in Section square feet stairways steel storage studs surface Table Test thickness tion toilet Type UBC Standard Uniform Building Code veneer ventilation wallboard water closet wheelchair width wire wood