California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 37
Page 90
... Modulus of Elasticity . 1908B.5.1 Modulus of elasticity Ec for concrete may be taken as w1533 √f ( in psi ) [ For SI : w $ 0.043 √ƒ ' . ( in MPa ) ] for val- ues of we between 90 pcf and 155 pcf ( 1440 kg / m3 and 2420 kg / m3 ) . For ...
... Modulus of Elasticity . 1908B.5.1 Modulus of elasticity Ec for concrete may be taken as w1533 √f ( in psi ) [ For SI : w $ 0.043 √ƒ ' . ( in MPa ) ] for val- ues of we between 90 pcf and 155 pcf ( 1440 kg / m3 and 2420 kg / m3 ) . For ...
Page 174
... Modulus of elasticity of materials . 2106B.2.12.1 Modulus of elasticity of masonry . The moduli for masonry may be estimated as provided below . Actual values , where required , shall be established by test . Modulus of elasticity of ...
... Modulus of elasticity of materials . 2106B.2.12.1 Modulus of elasticity of masonry . The moduli for masonry may be estimated as provided below . Actual values , where required , shall be established by test . Modulus of elasticity of ...
Page 245
... Modulus Fiber in Compres- sion Per- pendicu- Horizon- Tension Zone of Bend- lar to Zone Stressed in Tension7.8 ... Modulus of Tension Parallel Com- pression Parallel Modulus of Elasticity to Grain to Grain Elasticity Face Shear Fvxx psi ...
... Modulus Fiber in Compres- sion Per- pendicu- Horizon- Tension Zone of Bend- lar to Zone Stressed in Tension7.8 ... Modulus of Tension Parallel Com- pression Parallel Modulus of Elasticity to Grain to Grain Elasticity Face Shear Fvxx psi ...
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