California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 168
... joint and produce a tight joint . Deep furrowing which produces voids shall not be used . The initial bed joint thickness shall not be less than 1/4 inch ( 6 mm ) or more than 1 inch ( 25 mm ) ; subsequent bed joints shall not be less ...
... joint and produce a tight joint . Deep furrowing which produces voids shall not be used . The initial bed joint thickness shall not be less than 1/4 inch ( 6 mm ) or more than 1 inch ( 25 mm ) ; subsequent bed joints shall not be less ...
Page 186
... Joints . n V1 ≤ 4 Amv √F'm Vn≤ 0.33 Amv f ' , m ( 8B - 55 ) 1. General requirements . Where reinforcing bars extend through a joint , the joint dimensions shall be proportioned such that hp > 4800 dob / √F's ( 8B - 56 ) For SI : and ...
... Joints . n V1 ≤ 4 Amv √F'm Vn≤ 0.33 Amv f ' , m ( 8B - 55 ) 1. General requirements . Where reinforcing bars extend through a joint , the joint dimensions shall be proportioned such that hp > 4800 dob / √F's ( 8B - 56 ) For SI : and ...
Page 256
... joints made of seasoned lumber used in dry locations . See Division III for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are at least one half the thickness of ...
... joints made of seasoned lumber used in dry locations . See Division III for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are at least one half the thickness of ...
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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/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