Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-118
... flexural stresses in only one direction ) are as fol- lows : 1910.6.2 Distribution of flexural reinforcement in two - way slabs shall be as required by Section 1913.3 . 1910.6.3 Flexural tension reinforcement shall be well distributed ...
... flexural stresses in only one direction ) are as fol- lows : 1910.6.2 Distribution of flexural reinforcement in two - way slabs shall be as required by Section 1913.3 . 1910.6.3 Flexural tension reinforcement shall be well distributed ...
Page 2-159
... flexural strength of columns . 1921.4.2.1 Flexural strength of any column proportioned to resist a factored axial compressive force exceeding Agf'c / 10 shall satisfy Section 1921.4.2.2 or 1921.4.2.3 . Lateral strength and stiffness of ...
... flexural strength of columns . 1921.4.2.1 Flexural strength of any column proportioned to resist a factored axial compressive force exceeding Agf'c / 10 shall satisfy Section 1921.4.2.2 or 1921.4.2.3 . Lateral strength and stiffness of ...
Page 2-218
... flexural compressive stress . The allowable flexural compressive stress F is : Fb = 0.33 ƒ'm , 2,000 psi ( 13.8 MPa ) maximum ( 7-41 ) 2107.3.4 Combined compressive stresses , unity formula . Elements subjected to combined axial and ...
... flexural compressive stress . The allowable flexural compressive stress F is : Fb = 0.33 ƒ'm , 2,000 psi ( 13.8 MPa ) maximum ( 7-41 ) 2107.3.4 Combined compressive stresses , unity formula . Elements subjected to combined axial and ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section 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 story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength