California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 41
Page 155
... allowable stress for cross section 1.0 inch ( 25.4 mm ) or more from weld , ksi ( MPa ) . = allowable stress on cross section , part of whose area lies within 1.0 ( 25.4 mm ) inch of a weld , ksi ( MPa ) . Fs = allowable shear stress ...
... allowable stress for cross section 1.0 inch ( 25.4 mm ) or more from weld , ksi ( MPa ) . = allowable stress on cross section , part of whose area lies within 1.0 ( 25.4 mm ) inch of a weld , ksi ( MPa ) . Fs = allowable shear stress ...
Page 157
... allowable stress for cross section 1.0 inch ( 25.4 mm ) or more from weld . Fpw = allowable stress on cross section part of whose area lies within 1.0 inch ( 25.4 mm ) of a weld . Fw = allowable stress on cross section if entire area ...
... allowable stress for cross section 1.0 inch ( 25.4 mm ) or more from weld . Fpw = allowable stress on cross section part of whose area lies within 1.0 inch ( 25.4 mm ) of a weld . Fw = allowable stress on cross section if entire area ...
Page 254
... ALLOWABLE UNIT STRESSES FOR HARDWOOD GLUED - LAMINATED TIMBER1 FOR NORMAL LOADING DURATION - DRY CONDITIONS OF USE2 SPECIES MULTIPLY THE APPROPRIATE STRESS MODULE IN PART B BY THE FACTORS BELOW TO DETERMINE ALLOWABLE STRESS FOR ...
... ALLOWABLE UNIT STRESSES FOR HARDWOOD GLUED - LAMINATED TIMBER1 FOR NORMAL LOADING DURATION - DRY CONDITIONS OF USE2 SPECIES MULTIPLY THE APPROPRIATE STRESS MODULE IN PART B BY THE FACTORS BELOW TO DETERMINE ALLOWABLE STRESS FOR ...
Other editions - View all
Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength