Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-161
... Shear Walls , Diaphragms and Trusses . 1921.6.1 Scope . The requirements of this section apply to shear walls and trusses serving as parts of the earthquake - force - resisting systems as well as to diaphragms , struts , ties , chords ...
... Shear Walls , Diaphragms and Trusses . 1921.6.1 Scope . The requirements of this section apply to shear walls and trusses serving as parts of the earthquake - force - resisting systems as well as to diaphragms , struts , ties , chords ...
Page 2-218
... shear walls . The shear stress in flexural members and shear walls shall be com- puted by : fv = V bjd ( 7-37 ) For members of T or I section , b ' shall be substituted for b . Where f as computed by Formula ( 7-37 ) exceeds the ...
... shear walls . The shear stress in flexural members and shear walls shall be com- puted by : fv = V bjd ( 7-37 ) For members of T or I section , b ' shall be substituted for b . Where f as computed by Formula ( 7-37 ) exceeds the ...
Page 2-223
... shear wall supporting axial loads only shall be calculated by For- mula ( 8 ... walls for in - plane loads . The value of f'm shall not be less than 1,500 ... shear wall failure mode is in flexure , the nominal flexural strength of the ...
... shear wall supporting axial loads only shall be calculated by For- mula ( 8 ... walls for in - plane loads . The value of f'm shall not be less than 1,500 ... shear wall failure mode is in flexure , the nominal flexural strength of the ...
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/mē 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