Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 40
Page 1-265
... Shear - resisting values shall not ex- ceed those set forth in Table 25 - I . The effects of overturning on vertical diaphragms shall be investigated in accordance with Sec- tion 1605.2.2 . The shear values tabulated shall not be ...
... Shear - resisting values shall not ex- ceed those set forth in Table 25 - I . The effects of overturning on vertical diaphragms shall be investigated in accordance with Sec- tion 1605.2.2 . The shear values tabulated shall not be ...
Page 1-359
International Conference of Building Officials. TABLE A - 21 - F - MASONRY SHEAR WALL1,2,3 AND DIAPHRAGM REQUIREMENTS IN HIGH - WIND AREAS4 Part Minimum wall length and horizontal bar reinforcement required for exterior shear walls and ...
International Conference of Building Officials. TABLE A - 21 - F - MASONRY SHEAR WALL1,2,3 AND DIAPHRAGM REQUIREMENTS IN HIGH - WIND AREAS4 Part Minimum wall length and horizontal bar reinforcement required for exterior shear walls and ...
Page 1-379
... SHEAR WALL LENGTH 40 % “ L ” IN ALL CASES THE MINIMUM WALL SEGMENT FOR RESISTING LATERAL LOADS IS 4 FT . 0 IN . ( 1219 mm ) L = LENGTH BETWEEN SHEAR WALLS FIGURE A - 21-9 - SPACING AND LENGTHS OF SHEAR WALLS SINGLE - WYTHE WALLS 1 NO ...
... SHEAR WALL LENGTH 40 % “ L ” IN ALL CASES THE MINIMUM WALL SEGMENT FOR RESISTING LATERAL LOADS IS 4 FT . 0 IN . ( 1219 mm ) L = LENGTH BETWEEN SHEAR WALLS FIGURE A - 21-9 - SPACING AND LENGTHS OF SHEAR WALLS SINGLE - WYTHE WALLS 1 NO ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 1-7 |
UBC Standard 72 Fire Tests of Door Assemblies | 1-68 |
UBC Standard 2111 | 1-94 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
accessible aggregate aisle applied approved area of refuge ASTM automatic sprinkler system B.W. gage braced wall lines building official building or structure ceiling cement combustible comply concrete conform corridor Division 3 Occupancies doors dwelling units elevator equipment exceed EXCEPTION exit-access exterior walls fire assembly Fire Code fire-resistive construction fire-resistive rating floor area grade Group H grout gypsum hazardous height inches inspection installed insulation joists kN/m² live load located masonry materials maximum means of egress minimum N/C less nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels percent perlite portion reinforcement requirements of Section roof rooms Select Structural sheathing slope smoke smoke detector space specified in Chapter specified in Section square feet stairways standpipes steel storage story studs surface Table tested thickness tion Type UBC Standard Uniform Building Code units vertical veneer ventilation vermiculite vertical in 12 wallboard water closet width wire wood