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Page 129
International Conference of Building Officials. Walls and Structural Framing Sec . 2309. ( a ) General . Walls and structural framing shall be erected true and plumb in accordance with the design . ( b ) Interior Walls . Interior walls ...
International Conference of Building Officials. Walls and Structural Framing Sec . 2309. ( a ) General . Walls and structural framing shall be erected true and plumb in accordance with the design . ( b ) Interior Walls . Interior walls ...
Page 176
... wall openings , near roof and floor levels and at the top of parapet walls . Partially reinforced masonry walls shall be considered as reinforced masonry for the purpose of applying Table No. 24 - I . ( b ) Unreinforced Masonry . 1 ...
... wall openings , near roof and floor levels and at the top of parapet walls . Partially reinforced masonry walls shall be considered as reinforced masonry for the purpose of applying Table No. 24 - I . ( b ) Unreinforced Masonry . 1 ...
Page 182
... 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 unreinforced ...
... 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 unreinforced ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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