California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Page XGC-1
... Lateral Force and Related Effects .... 2-38.14 Section 1630 Minimum Design Lateral Forces Section 1631A Dynamic Analysis Procedures 2-38.18 and Related Effects 2-13 Section 1632A Lateral Force on Elements of Section 1631 Dynamic ...
... Lateral Force and Related Effects .... 2-38.14 Section 1630 Minimum Design Lateral Forces Section 1631A Dynamic Analysis Procedures 2-38.18 and Related Effects 2-13 Section 1632A Lateral Force on Elements of Section 1631 Dynamic ...
Page 1-157
... forces produced in the elements by the factored load combinations do not exceed the factored ele- ment strength ... lateral force shall be distributed to the various vertical elements of the lateral - force - resisting system in ...
... forces produced in the elements by the factored load combinations do not exceed the factored ele- ment strength ... lateral force shall be distributed to the various vertical elements of the lateral - force - resisting system in ...
Page 1-171
... lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established ... forces shall be interconnected by ties . Such ties shall be capable of resisting 1-171 1998 CALIFORNIA BUILDING CODE ...
... lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established ... forces shall be interconnected by ties . Such ties shall be capable of resisting 1-171 1998 CALIFORNIA BUILDING CODE ...
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