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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 385
... shear in plane of wall shall be based on Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( k ) 5 or 2611 ( k ) 6 and shear strength V , shall be in accordance with Section 2611 ( k ) 9 . 3.
... shear in plane of wall shall be based on Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( k ) 5 or 2611 ( k ) 6 and shear strength V , shall be in accordance with Section 2611 ( k ) 9 . 3.
Page 387
... Shear strength V , shall be computed by Formula ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( 1 ) 3 D , and shear strength V , shall be in accordance with Section 2611 ( 1 ) 3 E. с n B. Shear strength V ...
... Shear strength V , shall be computed by Formula ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( 1 ) 3 D , and shear strength V , shall be in accordance with Section 2611 ( 1 ) 3 E. с n B. Shear strength V ...
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