Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-7
... height - to - width ratio greater than five , structures sensitive to wind - excited oscillations , such as vortex shedding or icing , and buildings over 400 feet ( 121.9 m ) in height , shall be , and any struc- ture may be , designed ...
... height - to - width ratio greater than five , structures sensitive to wind - excited oscillations , such as vortex shedding or icing , and buildings over 400 feet ( 121.9 m ) in height , shall be , and any struc- ture may be , designed ...
Page 2-226
... height to nominal thick- ness for cantilever walls shall not exceed 6 for solid masonry or 4 for hollow masonry . In computing the ratio for cavity walls , the value of thickness shall be the sums of the nominal thickness of the inner ...
... height to nominal thick- ness for cantilever walls shall not exceed 6 for solid masonry or 4 for hollow masonry . In computing the ratio for cavity walls , the value of thickness shall be the sums of the nominal thickness of the inner ...
Page 2-290
... HEIGHT CLEAR HEIGHT FLOOR DIAPHRAGM BOTTOM OF DIAPHRAGM FRAMING FLOOR DIAPHRAGM BOTTOM OF DIAPHRAGM FRAMING WINDOW WIDTH OF SHEATHING CLEAR HEIGHT WALL WALL PIER HEIGHT PIER WIDTH OF SHEATHING MAXIMUM CLEAR HEIGHT ( a ) HEIGHT TO WIDTH ...
... HEIGHT CLEAR HEIGHT FLOOR DIAPHRAGM BOTTOM OF DIAPHRAGM FRAMING FLOOR DIAPHRAGM BOTTOM OF DIAPHRAGM FRAMING WINDOW WIDTH OF SHEATHING CLEAR HEIGHT WALL WALL PIER HEIGHT PIER WIDTH OF SHEATHING MAXIMUM CLEAR HEIGHT ( a ) HEIGHT TO WIDTH ...
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