Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-103
... strength . Documentation that proposed concrete proportions will produce an average com- pressive strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test ...
... strength . Documentation that proposed concrete proportions will produce an average com- pressive strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test ...
Page 2-219
... strength . The required strength shall be determined in accordance with the factored load combinations of Section 1612.2 . 2108.1.4 Design strength . Design strength is the nominal strength , multiplied by the strength - reduction ...
... strength . The required strength shall be determined in accordance with the factored load combinations of Section 1612.2 . 2108.1.4 Design strength . Design strength is the nominal strength , multiplied by the strength - reduction ...
Page 2-244
... strength of the type of steel being used , ksi . ( 8 ) Fy of a beam , ksi . ( 8 ) Fy of a column , ksi . ( 6 ) Average story height above and below a beam - to- column connection , in . ( 8 ) Live load due to occupancy and moveable ...
... strength of the type of steel being used , ksi . ( 8 ) Fy of a beam , ksi . ( 8 ) Fy of a column , ksi . ( 6 ) Average story height above and below a beam - to- column connection , in . ( 8 ) Live load due to occupancy and moveable ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength