Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-11
... defined in Section 1630.1.1 . Wi , Wx Wp Wpx = that portion of W located at or assigned to Level i or x , respectively . = the weight of an element or component . Z = Ам AM = = the weight of the diaphragm and the element tributary ...
... defined in Section 1630.1.1 . Wi , Wx Wp Wpx = that portion of W located at or assigned to Level i or x , respectively . = the weight of an element or component . Z = Ам AM = = the weight of the diaphragm and the element tributary ...
Page 2-130
... defined in Section 1911.12.1.2 , Item 1 . 1911.12.4.8 V , shall not be taken greater than 4 √ƒ'cbd ( For SI : 0.33fcbd ) , on the critical section defined in Section 1911.12.4.7 . When shearhead reinforcement is provided , Vn shall not ...
... defined in Section 1911.12.1.2 , Item 1 . 1911.12.4.8 V , shall not be taken greater than 4 √ƒ'cbd ( For SI : 0.33fcbd ) , on the critical section defined in Section 1911.12.4.7 . When shearhead reinforcement is provided , Vn shall not ...
Page 2-279
... defined as the width of sheath- ing . See Figure 23 - II - 1 , Section ( a ) . Where shear walls with openings are ... defined as the clear height of the pier at the side of an opening . The width of a wall pier shall be defined as the ...
... defined as the width of sheath- ing . See Figure 23 - II - 1 , Section ( a ) . Where shear walls with openings are ... defined as the clear height of the pier at the side of an opening . The width of a wall pier shall be defined as the ...
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