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Page 182
... exceed the values set forth in Table No. 24 - K . K. 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 ...
... exceed the values set forth in Table No. 24 - K . K. 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 ...
Page 187
... exceed a . No shear reinforcement : Flexural2 1.1 Vfm 50 Max . 25 Shear walls3 M / Vd > 14 9 Vf'm 34 Max . M / Vd ... exceed 3,000,000 400 f'm but not to exceed 1,200,000 0.25 f'm but not to exceed 900 0.30 f'm but not to exceed 1200 60 ...
... exceed a . No shear reinforcement : Flexural2 1.1 Vfm 50 Max . 25 Shear walls3 M / Vd > 14 9 Vf'm 34 Max . M / Vd ... exceed 3,000,000 400 f'm but not to exceed 1,200,000 0.25 f'm but not to exceed 900 0.30 f'm but not to exceed 1200 60 ...
Page 189
... exceed 40 0.3 Vf but not to m exceed 28 0.125 f'm fm 0.188 f'm 500 f'm but not to exceed 1,500,000 psi Em 7. Modulus of elasticitys E 200 f'm but not to exceed 600,000 psi 28 72 56 0.3 Vf'm but not to exceed 80 0.3 Vf but not to m exceed ...
... exceed 40 0.3 Vf but not to m exceed 28 0.125 f'm fm 0.188 f'm 500 f'm but not to exceed 1,500,000 psi Em 7. Modulus of elasticitys E 200 f'm but not to exceed 600,000 psi 28 72 56 0.3 Vf'm but not to exceed 80 0.3 Vf but not to m exceed ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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