Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-185
... Allowable stresses and design formulas provided in this chapter shall be used with the allow shall be used with the allowable stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and ...
... Allowable stresses and design formulas provided in this chapter shall be used with the allow shall be used with the allowable stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and ...
Page 2-190
International Conference of Building Officials. TABLE 20-1 - E TYPE OF STRESS TABLE 20-1 - C - GENERAL FORMULAS FOR DETERMINING ALLOWABLE STRESSES— ( Continued ) ALLOWABLE STRESS , KSI , SLENDERNESS < St SPEC . TYPE OF MEMBER OR ...
International Conference of Building Officials. TABLE 20-1 - E TYPE OF STRESS TABLE 20-1 - C - GENERAL FORMULAS FOR DETERMINING ALLOWABLE STRESSES— ( Continued ) ALLOWABLE STRESS , KSI , SLENDERNESS < St SPEC . TYPE OF MEMBER OR ...
Page 2-193
... allowable compressive stress . The cross section of a compression member may be composed of several thin elements , for which allowable stresses are determined by Specification 8 , 9 or 10 of Table 20 - I - C . The allowable com- pressive ...
... allowable compressive stress . The cross section of a compression member may be composed of several thin elements , for which allowable stresses are determined by Specification 8 , 9 or 10 of Table 20 - I - C . The allowable com- pressive ...
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