Uniform Building Code |
From inside the book
Results 1-3 of 76
Page 147
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force VALUE2 OF K ...
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force VALUE2 OF K ...
Page 211
... resisting elements shall be adequately anchored at top and bottom and designed to resist all forces . The maximum height - width ratio shall be 11⁄2 : 1 . Wood Combined with Masonry or Concrete Sec . 2515. ( a ) Dead Load . Wood members ...
... resisting elements shall be adequately anchored at top and bottom and designed to resist all forces . The maximum height - width ratio shall be 11⁄2 : 1 . Wood Combined with Masonry or Concrete Sec . 2515. ( a ) Dead Load . Wood members ...
Page 404
... resist that portion of column strip moments not resisted by beams . 5. Factored moments in beams . Beams between supports shall be propor- tioned to resist 85 percent of column strip moments if ( a12 / 1 ) is equal to or greater than ...
... resist that portion of column strip moments not resisted by beams . 5. Factored moments in beams . Beams between supports shall be propor- tioned to resist 85 percent of column strip moments if ( a12 / 1 ) is equal to or greater than ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
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