California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 22
... seating areas Movable seating and other areas Stage areas and enclosed platforms 100 2,0002 2,0002 150 0 50 0 100 0 125 0 604 0 5 . Exit facilities 100 06 6. Garages 7. Hospitals 8. Libraries / 2 9. Manufacturing / 2 10. Offices 12 11 ...
... seating areas Movable seating and other areas Stage areas and enclosed platforms 100 2,0002 2,0002 150 0 50 0 100 0 125 0 604 0 5 . Exit facilities 100 06 6. Garages 7. Hospitals 8. Libraries / 2 9. Manufacturing / 2 10. Offices 12 11 ...
Page 23
... Seats and footboards × 0.0479 for kN / m2 150 150 1202 See Footnote 3 Catwalks 40 Followspot , projection and control ... seating ( live load ) 3. Stage accessories ( live load ) DO CACA 4. Ceiling framing ( live load ) 5. Partitions and ...
... Seats and footboards × 0.0479 for kN / m2 150 150 1202 See Footnote 3 Catwalks 40 Followspot , projection and control ... seating ( live load ) 3. Stage accessories ( live load ) DO CACA 4. Ceiling framing ( live load ) 5. Partitions and ...
Page 123
... seats , inserts , anchors , concrete cover , openings , fabrication and erection tolerances shall be shown on contract drawings . SECTION 1917B COMPOSITE CONCRETE FLEXURAL MEMBERS 1917B.0 Notations . Ас = area of contact surface being ...
... seats , inserts , anchors , concrete cover , openings , fabrication and erection tolerances shall be shown on contract drawings . SECTION 1917B COMPOSITE CONCRETE FLEXURAL MEMBERS 1917B.0 Notations . Ас = area of contact surface being ...
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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