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Page 166
... masonry , with consideration for reduction such as raked joints . The thickness of masonry walls shall be designed so that allowable maximum stresses specified in this chapter are not exceeded and so that all masonry walls shall not ...
... masonry , with consideration for reduction such as raked joints . The thickness of masonry walls shall be designed so that allowable maximum stresses specified in this chapter are not exceeded and so that all masonry walls shall not ...
Page 176
... masonry walls shall be considered as reinforced masonry for the purpose of applying Table No. 24 - I . ( b ) Unreinforced Masonry . 1. General . Except for brick masonry designed in accordance with the applicable requirements of ...
... masonry walls shall be considered as reinforced masonry for the purpose of applying Table No. 24 - I . ( b ) Unreinforced Masonry . 1. General . Except for brick masonry designed in accordance with the applicable requirements of ...
Page 177
... masonry , the effects of all dead and live loads shall be taken into account . Eccentricity of vertical load , the ... masonry shall conform to the standards and requirements specified in this subsection . A. Brick and solid clay or ...
... masonry , the effects of all dead and live loads shall be taken into account . Eccentricity of vertical load , the ... masonry shall conform to the standards and requirements specified in this subsection . A. Brick and solid clay or ...
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