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Page 179
... taken as the actual height . The actual height shall be taken as not less than the clear distance between the floor surface and the underside of the deeper beam framing into the column in each direction at the next higher floor level ...
... taken as the actual height . The actual height shall be taken as not less than the clear distance between the floor surface and the underside of the deeper beam framing into the column in each direction at the next higher floor level ...
Page 180
... taken as the actual thickness of the loaded wythe . For rectangular columns , the effective thickness shall be taken as its actual thickness in the direction considered . For nonrectangular columns , the effective thickness shall be ...
... taken as the actual thickness of the loaded wythe . For rectangular columns , the effective thickness shall be taken as its actual thickness in the direction considered . For nonrectangular columns , the effective thickness shall be ...
Page 440
... taken as the nearest whole number ( but not less than 6 ) . Except in calculations for deflections , value of n for lightweight concrete shall be assumed to be the same as for normal - weight concrete of the same strength . 5. In doubly ...
... taken as the nearest whole number ( but not less than 6 ) . Except in calculations for deflections , value of n for lightweight concrete shall be assumed to be the same as for normal - weight concrete of the same strength . 5. In doubly ...
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