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Page 148
... direction Any 0.8 direction Any direction 0.32 3 c . All equipment or machinery 5. Suspended ceiling framing systems ( applies to Seismic Zones Nos . 2 , 3 and 4 only ) -see also Section 4701 ( e ) Any direction 0.34 7 Any 0.35 6 ...
... direction Any 0.8 direction Any direction 0.32 3 c . All equipment or machinery 5. Suspended ceiling framing systems ( applies to Seismic Zones Nos . 2 , 3 and 4 only ) -see also Section 4701 ( e ) Any direction 0.34 7 Any 0.35 6 ...
Page 179
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 4 ≤ 5 ( 4 - 2/4 ) . ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ...
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 4 ≤ 5 ( 4 - 2/4 ) . ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ...
Page 667
... Direction 16 16 16 24 1/2 Horizontal or Perpendicular 24 16 24 24 5/8 As required for 11⁄2 " and " gypsum wall- board , see above Vertical Either Direction 240 16 24 5 TABLE NO . 47 - H - APPLICATION OF TWO. Horizontal Either Direction ...
... Direction 16 16 16 24 1/2 Horizontal or Perpendicular 24 16 24 24 5/8 As required for 11⁄2 " and " gypsum wall- board , see above Vertical Either Direction 240 16 24 5 TABLE NO . 47 - H - APPLICATION OF TWO. Horizontal Either Direction ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength