California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Page 1-26
... strength . The structural strength of grab bars , tub and shower seats , fasteners , and mounting devices shall meet ... Shear stress induced in a grab bar or seat by the application of a 250 - pound ( 1112 N ) point load shall be less than ...
... strength . The structural strength of grab bars , tub and shower seats , fasteners , and mounting devices shall meet ... Shear stress induced in a grab bar or seat by the application of a 250 - pound ( 1112 N ) point load shall be less than ...
Page 1-142
... strength or deflection nor shall it be considered a part of the required thickness of the wall . Veneer shall be ... shear stress of 50 psi ( 345 kPa ) . Not less than two shear tests shall be performed for the adhered veneer between the ...
... strength or deflection nor shall it be considered a part of the required thickness of the wall . Veneer shall be ... shear stress of 50 psi ( 345 kPa ) . Not less than two shear tests shall be performed for the adhered veneer between the ...
Page 1-298
... shear where there is a qualifying statement by the architect or engineer that an inspection has been made , that mortar joints are filled and that both brick and mortar are reasonably good . The allowable shear stress above applies to ...
... shear where there is a qualifying statement by the architect or engineer that an inspection has been made , that mortar joints are filled and that both brick and mortar are reasonably good . The allowable shear stress above applies to ...
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