California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 144
... exceed permissible tensile stress . 1926B.6 Compression Members with or without Flexure . 1926B.6.1 Combined flexure ... exceed 1.1 f . ( For SI : 0.09 √f ' ) unless a more detailed calculation is made in accord- ance with Section 1926B ...
... exceed permissible tensile stress . 1926B.6 Compression Members with or without Flexure . 1926B.6.1 Combined flexure ... exceed 1.1 f . ( For SI : 0.09 √f ' ) unless a more detailed calculation is made in accord- ance with Section 1926B ...
Page 146
... exceed 2 feet 9 inches ( 838 mm ) . 3. Diaphragm action is not required . 4. The design live load does not exceed 40 pounds per square foot ( 195 kg / m2 ) . 1927B.3 Stresses . The maximum allowable unit working stresses in reinforced ...
... exceed 2 feet 9 inches ( 838 mm ) . 3. Diaphragm action is not required . 4. The design live load does not exceed 40 pounds per square foot ( 195 kg / m2 ) . 1927B.3 Stresses . The maximum allowable unit working stresses in reinforced ...
Page 200
... exceed 52 / √F ̧ . 2211B.10.3 Link beam strength . Link beam shear strength , V ,, and flexural strength , M ,, are the strengths as defined in Section 2211B.4.2 . Where link beam strength is governed by shear , the flexural and axial ...
... exceed 52 / √F ̧ . 2211B.10.3 Link beam strength . Link beam shear strength , V ,, and flexural strength , M ,, are the strengths as defined in Section 2211B.4.2 . Where link beam strength is governed by shear , the flexural and axial ...
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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/mm˛ 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