California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 86
Page 89
... Section 1907B.1.3 , Items 3 and 4 and Section 1921B.4 . 1907B.11 Lateral Reinforcement for Flexural Members . 1907B ... accordance with Section 1912B.13 . 1907B.12 Shrinkage and Temperature Reinforcement . 1907B.12.1 Reinforcement for ...
... Section 1907B.1.3 , Items 3 and 4 and Section 1921B.4 . 1907B.11 Lateral Reinforcement for Flexural Members . 1907B ... accordance with Section 1912B.13 . 1907B.12 Shrinkage and Temperature Reinforcement . 1907B.12.1 Reinforcement for ...
Page 106
... Section at face of support shall be designed to resist si- multaneously a shear Vu , a moment [ Vua + Nuc ( h- d ) ] , and a hori- zontal tensile force Nuc 1911B.9.3.1 In all design calculations in accordance with Section 1911B.9 ...
... Section at face of support shall be designed to resist si- multaneously a shear Vu , a moment [ Vua + Nuc ( h- d ) ] , and a hori- zontal tensile force Nuc 1911B.9.3.1 In all design calculations in accordance with Section 1911B.9 ...
Page 107
California. 1911B.12.4.1 Vertical shear reinforcement shall be provided in accordance with Section 1911B.10.9.4 . 1911B.10.9.2 Ratio Ph of horizontal shear reinforcement area to gross concrete area of vertical section shall not be less ...
California. 1911B.12.4.1 Vertical shear reinforcement shall be provided in accordance with Section 1911B.10.9.4 . 1911B.10.9.2 Ratio Ph of horizontal shear reinforcement area to gross concrete area of vertical section shall not be less ...
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