Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-100
... conform to approved nationally recognized standards . Type and location of welded splices and other required welding of reinforcing bars shall be in- dicated on the design drawings or in the project specifications . ASTM reinforcing bar ...
... conform to approved nationally recognized standards . Type and location of welded splices and other required welding of reinforcing bars shall be in- dicated on the design drawings or in the project specifications . ASTM reinforcing bar ...
Page 2-109
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
Page 2-163
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
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