Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-218
... stress in flexural members and shear walls shall be com- puted by : fv = V bjd ( 7-37 ) For members of T or I ... units F1 = 0.3 √f'm , 80 psi maximum Fy = 0.025 √ƒ'm , 551 kPa maximum For SI : ( 7-44 ) 2. Concrete units with Type M or ...
... stress in flexural members and shear walls shall be com- puted by : fv = V bjd ( 7-37 ) For members of T or I ... units F1 = 0.3 √f'm , 80 psi maximum Fy = 0.025 √ƒ'm , 551 kPa maximum For SI : ( 7-44 ) 2. Concrete units with Type M or ...
Page 2-341
... stress , inches ( mm ) . = shall not exceed 1/125 . 2323.4.2 Spaced ribs . The allowable working stresses in com ... unit compressive stress in pounds per square inch ( N / mm2 ) , as indicated by the above formula but not to exceed the ...
... stress , inches ( mm ) . = shall not exceed 1/125 . 2323.4.2 Spaced ribs . The allowable working stresses in com ... unit compressive stress in pounds per square inch ( N / mm2 ) , as indicated by the above formula but not to exceed the ...
Page 2-342
... stress . 2323.7.3 Shear stresses . Shear stresses shall be calculated by the following formula : WHERE : VO S = Ib b ... unit stress for compression parallel to the grain : WHERE : = P 0.3E A 2 d = width of the upper flange in inches ...
... stress . 2323.7.3 Shear stresses . Shear stresses shall be calculated by the following formula : WHERE : VO S = Ib b ... unit stress for compression parallel to the grain : WHERE : = P 0.3E A 2 d = width of the upper flange in inches ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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