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Page 172
... 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 178
... walls and columns subject to bending about both principal axes shall be computed as follows : Where e , bet does not exceed bt / 3 , the allowable vertical load shall be computed in accordance with the above formula , except that the ...
... walls and columns subject to bending about both principal axes shall be computed as follows : Where e , bet does not exceed bt / 3 , the allowable vertical load shall be computed in accordance with the above formula , except that the ...
Page 370
International Conference of Building Officials. ( d ) Design and Reinforcement of Walls . Reinforced concrete bearing walls shall be designed by the provisions of this section and shall conform to all the limitations given herein . The ...
International Conference of Building Officials. ( d ) Design and Reinforcement of Walls . Reinforced concrete bearing walls shall be designed by the provisions of this section and shall conform to all the limitations given herein . The ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength