Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-135
... least 125 per- cent of specified yield strength , fy , of the bar . 1912.14.3.4 A full mechanical connection shall develop in ten- sion or compression , as required , at least 125 percent of specified yield strength fy of the bar ...
... least 125 per- cent of specified yield strength , fy , of the bar . 1912.14.3.4 A full mechanical connection shall develop in ten- sion or compression , as required , at least 125 percent of specified yield strength fy of the bar ...
Page 2-214
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
Page 2-227
... least No. 9 gage and shall extend at least 30 inches ( 762 mm ) in each direction at the inter- section . 4. Interior nonbearing walls may be anchored at their intersec- tion , at vertical spacing of not more than 16 inches ( 406 mm ) ...
... least No. 9 gage and shall extend at least 30 inches ( 762 mm ) in each direction at the inter- section . 4. Interior nonbearing walls may be anchored at their intersec- tion , at vertical spacing of not more than 16 inches ( 406 mm ) ...
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