Uniform Building Code |
From inside the book
Results 1-3 of 81
Page 200
... Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector joined . Spaced ...
... Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector joined . Spaced ...
Page 368
... column assuming column ends to be braced against sidesway . D. In frames not braced against sidesway , flexural members shall be designed for the total magnified end moments of the compression members at the joint . 7. Moment magnifier ...
... column assuming column ends to be braced against sidesway . D. In frames not braced against sidesway , flexural members shall be designed for the total magnified end moments of the compression members at the joint . 7. Moment magnifier ...
Page 434
... column design is based on the column core only . C. Special transverse reinforcement shall be provided in that portion of the column over a length equal to the maximum column dimension or one sixth of the clear height of the column ...
... column design is based on the column core only . C. Special transverse reinforcement shall be provided in that portion of the column over a length equal to the maximum column dimension or one sixth of the clear height of the column ...
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