California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 15
Page 2-25
... seating areas Movable seating and other areas Stage areas and enclosed platforms 100 UNIFORM LOAD1 ( psf ) x 0.0479 for kN / m2 CONCENTRATED LOAD ( pounds ) × 0.004 48 for KN 2,0002 2,0002 150 0 50 0 100 0 125 0 604 0 100 06 6. Garages ...
... seating areas Movable seating and other areas Stage areas and enclosed platforms 100 UNIFORM LOAD1 ( psf ) x 0.0479 for kN / m2 CONCENTRATED LOAD ( pounds ) × 0.004 48 for KN 2,0002 2,0002 150 0 50 0 100 0 125 0 604 0 100 06 6. Garages ...
Page 2-38
... seating areas Movable seating and other areas Stage areas and enclosed platforms 50 100 UNIFORM LOAD1 ( psf ) x 0.0479 for kN / m2 CONCENTRATED LOAD ( pounds ) × 0.004 48 for KN 2.0002 2,0002 150 0 50 0 100 0 125 0 604 0 100 06 6 ...
... seating areas Movable seating and other areas Stage areas and enclosed platforms 50 100 UNIFORM LOAD1 ( psf ) x 0.0479 for kN / m2 CONCENTRATED LOAD ( pounds ) × 0.004 48 for KN 2.0002 2,0002 150 0 50 0 100 0 125 0 604 0 100 06 6 ...
Page 90
... SEATING , folding and telescoping 1501 305.10 SEATING CAPACITY ( see OCCUPANT LOAD ) SEATS 308.13 707 , 1510 Number of , to be posted € 3205 2320.12.10 2320.12.7 Spacing Width General design requirements SCHOOLS OF COSMETOLOGY ...
... SEATING , folding and telescoping 1501 305.10 SEATING CAPACITY ( see OCCUPANT LOAD ) SEATS 308.13 707 , 1510 Number of , to be posted € 3205 2320.12.10 2320.12.7 Spacing Width General design requirements SCHOOLS OF COSMETOLOGY ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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