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Page 221
... bearing walls or 10 feet for interior nonload - bearing walls . 2. Framing details . Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an ...
... bearing walls or 10 feet for interior nonload - bearing walls . 2. Framing details . Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an ...
Page 470
... bearing in inches ( not less than k for end reactions ) . Bearing stiffeners shall be provided where the compressive stress exceeds that determined by Formulas ( 7-8 ) and ( 7-9 ) . Webs of welded plate girders also shall be so ...
... bearing in inches ( not less than k for end reactions ) . Bearing stiffeners shall be provided where the compressive stress exceeds that determined by Formulas ( 7-8 ) and ( 7-9 ) . Webs of welded plate girders also shall be so ...
Page 487
... bearing is obtained ; rolled - steel bearing plates over 2 inches but not over 4 inches in thickness may be straightened by pressing ; or , if presses are not available , by planing for all bearing surfaces ( except as noted under ...
... bearing is obtained ; rolled - steel bearing plates over 2 inches but not over 4 inches in thickness may be straightened by pressing ; or , if presses are not available , by planing for all bearing surfaces ( except as noted under ...
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