California Building Code, Volume 1International Conference of Building Officials, 2001 - Building laws |
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Page 1-175
... yield strength Fy or 12,600 psi ( 86.88 MPa ) , whichever is less . EXCEPTION : When justified in accordance with ... strength fe of not less than 2,500 psi ( 17.24 MPa ) . 1808.7.2 Allowable stresses . The allowable axial stresses shall ...
... yield strength Fy or 12,600 psi ( 86.88 MPa ) , whichever is less . EXCEPTION : When justified in accordance with ... strength fe of not less than 2,500 psi ( 17.24 MPa ) . 1808.7.2 Allowable stresses . The allowable axial stresses shall ...
Page 1-180
... strength and durability may be used where authorized by the building official . 1903.3.2 The nominal maximum size of ... yield strength fy exceeding 60,000 psi ( 413.7 MPa ) may be used , provi- ded fy shall be the stress corresponding ...
... strength and durability may be used where authorized by the building official . 1903.3.2 The nominal maximum size of ... yield strength fy exceeding 60,000 psi ( 413.7 MPa ) may be used , provi- ded fy shall be the stress corresponding ...
Page 1-14
... yield strength of dowel compressive strength of concrete In assessing existing details , actual or estimated values for fve and f ' rather than nominal strength should be used in accor- dance with Section 3107F.2.1.1 . When the ...
... yield strength of dowel compressive strength of concrete In assessing existing details , actual or estimated values for fve and f ' rather than nominal strength should be used in accor- dance with Section 3107F.2.1.1 . When the ...
Contents
Matrix Adoption Tables | XTC-1 |
UBC Standard 233 | XTC-23 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
Copyright | |
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Common terms and phrases
2001 CALIFORNIA BUILDING 30 inches A L CL A L accessible route aisle AL CL AL applied approved assembly ASTM braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter 11A CL AL CL CL CL comply with Section concrete corridors curb ramps Division door DOSH DSA/AC dwelling units elevator enclosure equipment exceed EXCEPTION exit exterior walls facilities fire-resistive rating fixture floor area gage gypsum handrails height installed joists LA LC LA lath LC LA LC LC LC less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster protected ramp regulations reinforcement requirements of Section roof rooms seating Select Structural side slope smoke square feet stairways storage studs surface Table thickness tion toilet Type UBC Standard Uniform Building Code veneer water closet wheelchair wire wood