California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Page 1-173
... strength fe of not less than 5,000 psi ( 34.48 MPa ) and shall develop a compressive strength of not less than 4,000 psi ( 27.58 MPa ) before driving . 1808.5.2 Reinforcement . The longitudinal reinforcement shall be high - tensile ...
... strength fe of not less than 5,000 psi ( 34.48 MPa ) and shall develop a compressive strength of not less than 4,000 psi ( 27.58 MPa ) before driving . 1808.5.2 Reinforcement . The longitudinal reinforcement shall be high - tensile ...
Page 1-178
... tensile strain in the extreme tension steel at nominal strength is less than or equal to the compression- controlled ... stress remaining in pre- stressing tendons after all losses have occurred , excluding effects of dead load and ...
... tensile strain in the extreme tension steel at nominal strength is less than or equal to the compression- controlled ... stress remaining in pre- stressing tendons after all losses have occurred , excluding effects of dead load and ...
Page 1-179
... stress to corresponding strain for tensile or compressive stresses below proportional limit of material . See Section 1908.5 . NET TENSILE STRAIN is the tensile strain at nominal strength exclusive of strains due to effective prestress ...
... stress to corresponding strain for tensile or compressive stresses below proportional limit of material . See Section 1908.5 . NET TENSILE STRAIN is the tensile strain at nominal strength exclusive of strains due to effective prestress ...
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