Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-111
... Span Length . 1908.7.1 Span length of members not built integrally with sup- ports shall be considered the clear span plus depth of member , but need not exceed distance between centers of supports . 1908.7.2 In analysis of frames or ...
... Span Length . 1908.7.1 Span length of members not built integrally with sup- ports shall be considered the clear span plus depth of member , but need not exceed distance between centers of supports . 1908.7.2 In analysis of frames or ...
Page 2-285
... SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1,2 FLOOR4 ROOF3 SHEATHING GRADES Maximum Span ( inches ) x 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) Panel Span Rating Panel Thickness ...
... SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1,2 FLOOR4 ROOF3 SHEATHING GRADES Maximum Span ( inches ) x 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) Panel Span Rating Panel Thickness ...
Page 2-357
... SPAN TABLES FOR JOISTS AND RAFTERS 2328.1 Scope . This standard covers the loading ( DL and LL ) and deflection ... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection ...
... SPAN TABLES FOR JOISTS AND RAFTERS 2328.1 Scope . This standard covers the loading ( DL and LL ) and deflection ... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection ...
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