Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-111
... moments shall be used for calcu- lating moments at sections within the spans . 1908.4.3 Redistribution of negative moments shall be made only when the section , at which moment is reduced , is so designed that por p - p ' is not greater ...
... moments shall be used for calcu- lating moments at sections within the spans . 1908.4.3 Redistribution of negative moments shall be made only when the section , at which moment is reduced , is so designed that por p - p ' is not greater ...
Page 2-139
... moment 0.63 0.57 0.52 0.50 0.35 Exterior negative factored moment 0 0.16 0.26 0.30 0.65 1913.6.3.4 Negative moment sections shall be designed to resist the larger of the two interior negative factored moments deter- mined for spans ...
... moment 0.63 0.57 0.52 0.50 0.35 Exterior negative factored moment 0 0.16 0.26 0.30 0.65 1913.6.3.4 Negative moment sections shall be designed to resist the larger of the two interior negative factored moments deter- mined for spans ...
Page 2-150
... moments due to reactions induced by prestress- ing ( with a load factor of 1.0 ) and the moments due to factored loads . Adjustment of the sum of these moments shall be permitted as allowed in Section 1918.10.4 . 1918.10.4 ...
... moments due to reactions induced by prestress- ing ( with a load factor of 1.0 ) and the moments due to factored loads . Adjustment of the sum of these moments shall be permitted as allowed in Section 1918.10.4 . 1918.10.4 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength