California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Page 1-172
... loads on piles shall be determined by an approved formula , by load tests or by a foundation investigation . 1807.4 Static Load Tests . When the allowable axial load of a single pile is determined by a load test , one of the following ...
... loads on piles shall be determined by an approved formula , by load tests or by a foundation investigation . 1807.4 Static Load Tests . When the allowable axial load of a single pile is determined by a load test , one of the following ...
Page 1-177
... ( load and resistance factor design ) . The design of concrete structures using the strength design method shall be in ... axial load design pro- visions in accordance with Division VII , Section 1927 . 1900.4.6 Alternative load - factor ...
... ( load and resistance factor design ) . The design of concrete structures using the strength design method shall be in ... axial load design pro- visions in accordance with Division VII , Section 1927 . 1900.4.6 Alternative load - factor ...
Page 1-428
... LOADS ( see LOAD FACTORS AND LOAD COMBINATIONS ) COMBINED STRESSES Aluminum , allowable stresses and design ... axial loading combined 2316 COMBUSTIBLE FURNISHINGS IN ATRIA 402.10 204 COMBUSTIBLE MATERIALS , allowed in noncombustible ...
... LOADS ( see LOAD FACTORS AND LOAD COMBINATIONS ) COMBINED STRESSES Aluminum , allowable stresses and design ... axial loading combined 2316 COMBUSTIBLE FURNISHINGS IN ATRIA 402.10 204 COMBUSTIBLE MATERIALS , allowed in noncombustible ...
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