Uniform Building Code |
From inside the book
Results 1-3 of 51
Page 172
... longitudinal reinforcement . B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the ...
... longitudinal reinforcement . B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the ...
Page 175
... longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the corner of a complete tie having an included angle of not more than 135 ...
... longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the corner of a complete tie having an included angle of not more than 135 ...
Page 377
... longitudinal tension reinforcement . ( ii ) Longitudinal reinforcement with bent portion making an angle of 30 degrees or more with the longitudinal tension reinforcement . ( iii ) Combinations of stirrups and bent longitudinal ...
... longitudinal tension reinforcement . ( ii ) Longitudinal reinforcement with bent portion making an angle of 30 degrees or more with the longitudinal tension reinforcement . ( iii ) Combinations of stirrups and bent longitudinal ...
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