California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 1
... 48 inches ( 1219 mm ) . 2. Flexural reinforcement shall be uniformly distributed throughout the depth of the element . 3. Flexural elements subjected to load reversals shall be sym- metrically reinforced . 4. The nominal moment strength ...
... 48 inches ( 1219 mm ) . 2. Flexural reinforcement shall be uniformly distributed throughout the depth of the element . 3. Flexural elements subjected to load reversals shall be sym- metrically reinforced . 4. The nominal moment strength ...
Page 2-32
... 48 inches ( 1219 mm ) . 2All panels along a wall shall be nearly equal in length and shall be nearly equally spaced along the length of the wall . MINIMUM THICKNESS ( inch ) x 25.4 for mm 5/16 3/8 , 15/32 , 1/2 7/16 , 15/32 , 1/2 TABLE ...
... 48 inches ( 1219 mm ) . 2All panels along a wall shall be nearly equal in length and shall be nearly equally spaced along the length of the wall . MINIMUM THICKNESS ( inch ) x 25.4 for mm 5/16 3/8 , 15/32 , 1/2 7/16 , 15/32 , 1/2 TABLE ...
Page 2-38
... inches ( 51 mm ) thick that is stress - graded in accordance with WCLIB ... 48 in- ches ( 1219 mm ) on center . The width of the stiffeners shall be ... 48 inches ( 1219 mm ) on center . In no case shall the spacing exceed 48 inches ...
... inches ( 51 mm ) thick that is stress - graded in accordance with WCLIB ... 48 in- ches ( 1219 mm ) on center . The width of the stiffeners shall be ... 48 inches ( 1219 mm ) on center . In no case shall the spacing exceed 48 inches ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength