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Page 353
... width of beams otherwise neglected . ( i ) Columns . Columns shall be designed to resist the axial forces from ... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective ...
... width of beams otherwise neglected . ( i ) Columns . Columns shall be designed to resist the axial forces from ... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective ...
Page 552
... width of run is provided at a point not more than 12 inches from the side of the stairway where the treads are the narrower , but in no case shall any width of run be less than 6 inches at any point . ( e ) Circular Stairways . Circular ...
... width of run is provided at a point not more than 12 inches from the side of the stairway where the treads are the narrower , but in no case shall any width of run be less than 6 inches at any point . ( e ) Circular Stairways . Circular ...
Page 560
... Width . Aisle widths shall be provided in accordance with the following : 1. In areas serving employees only , the minimum aisle width may be 24 inches but not less than the width required by the number of employees served . 2. In ...
... Width . Aisle widths shall be provided in accordance with the following : 1. In areas serving employees only , the minimum aisle width may be 24 inches but not less than the width required by the number of employees served . 2. In ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
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