Uniform Building Code |
From inside the book
Results 1-3 of 37
Page 147
... shear walls or braced frames shall resist the total lateral force in accordance with their relative rigidities considering the interaction of the shear walls and frames b . The shear walls or braced frames acting independently of the ...
... shear walls or braced frames shall resist the total lateral force in accordance with their relative rigidities considering the interaction of the shear walls and frames b . The shear walls or braced frames acting independently of the ...
Page 182
... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length / of the shear wall shall not exceed an amount which will produce tension . In ...
... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length / of the shear wall shall not exceed an amount which will produce tension . In ...
Page 187
... Walls See Section 2417 2. Compression , axial : Columns See Section 2417 3. Compression , flexural 0.33 f'm but not to exceed 900 450 4. Shear : One - half of the values permitted under Section 2417 0.166 f ' but not to exceed a . No shear ...
... Walls See Section 2417 2. Compression , axial : Columns See Section 2417 3. Compression , flexural 0.33 f'm but not to exceed 900 450 4. Shear : One - half of the values permitted under Section 2417 0.166 f ' but not to exceed a . No shear ...
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