Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 88
Page 2-146
... horizontal shear , square inches ( mm2 ) . area of ties within a distance s , square inches ( mm2 ) . by = width of cross section at contact surface being investi- gated for horizontal shear . d = distance from extreme compression fiber ...
... horizontal shear , square inches ( mm2 ) . area of ties within a distance s , square inches ( mm2 ) . by = width of cross section at contact surface being investi- gated for horizontal shear . d = distance from extreme compression fiber ...
Page 2-269
... horizontal beams connected to prefabricated upright frames to provide independent , multiple - level storage ( usually on either side of an aisle ) . The horizontal beams support pallets . PALLET RACK BEAMS ( also Shelf Beams ) are ...
... horizontal beams connected to prefabricated upright frames to provide independent , multiple - level storage ( usually on either side of an aisle ) . The horizontal beams support pallets . PALLET RACK BEAMS ( also Shelf Beams ) are ...
Page 2-279
... horizontal forces in horizontal and vertical dis- tributing or resisting elements , provided the deflection in the plane of the diaphragm , as determined by calculations , tests or analogies drawn therefrom , does not exceed the ...
... horizontal forces in horizontal and vertical dis- tributing or resisting elements , provided the deflection in the plane of the diaphragm , as determined by calculations , tests or analogies drawn therefrom , does not exceed 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/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