Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-15
... direction for the story above . EXCEPTION : This requirement need not be applied to a story where the dead weight above that story is less than 10 percent of the total dead weight of the structure . Structures may be designed using the ...
... direction for the story above . EXCEPTION : This requirement need not be applied to a story where the dead weight above that story is less than 10 percent of the total dead weight of the structure . Structures may be designed using the ...
Page 2-29
... direction 1.1 any direction 0.8 any direction 4.0 3.6 6. Tower accessories ( such as ladders , conduit , lights and elevators ) 7. Signs , flagpoles , lightpoles , minor structures8 Normal Triangular 3.2 Cylindrical members 2 inches ...
... direction 1.1 any direction 0.8 any direction 4.0 3.6 6. Tower accessories ( such as ladders , conduit , lights and elevators ) 7. Signs , flagpoles , lightpoles , minor structures8 Normal Triangular 3.2 Cylindrical members 2 inches ...
Page 2-341
... direction , pounds per square inch ( N / mm2 ) . When M is in the direction tending to decrease curvature ( in- crease the radius ) the stress is in tension and SR for plywood shall be limited to one half the values shown for rolling ...
... direction , pounds per square inch ( N / mm2 ) . When M is in the direction tending to decrease curvature ( in- crease the radius ) the stress is in tension and SR for plywood shall be limited to one half the values shown for rolling ...
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