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Page 174
... minimum area of reinforcement . If the wall is constructed of more than two units in thickness , the minimum area of required reinforcement shall be equally divided into two layers , except where designed as retaining walls . Where ...
... minimum area of reinforcement . If the wall is constructed of more than two units in thickness , the minimum area of required reinforcement shall be equally divided into two layers , except where designed as retaining walls . Where ...
Page 521
... Minimum dimensions . Sections of driven H - piles shall comply with the following : A. The flange projection shall not exceed 14 times the minimum thickness of metal in either the flange or the web , and the flange widths shall be not ...
... Minimum dimensions . Sections of driven H - piles shall comply with the following : A. The flange projection shall not exceed 14 times the minimum thickness of metal in either the flange or the web , and the flange widths shall be not ...
Page 727
... minimum criteria which must be met before a building or building space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter extends to building spaces designated for use as ...
... minimum criteria which must be met before a building or building space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter extends to building spaces designated for use as ...
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