Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 180
... specified dimension by more than the amount allowed in the appropriate standard of quality in Section 2402 of this chapter . Nominal dimensions of masonry units are equal to its specified dimensions plus the thickness of the joint with ...
... specified dimension by more than the amount allowed in the appropriate standard of quality in Section 2402 of this chapter . Nominal dimensions of masonry units are equal to its specified dimensions plus the thickness of the joint with ...
Page 191
... specified to be verified by masonry prism tests , the following requirements shall be met : A. A set of five masonry prisms shall be built and tested in accordance with U.B.C. Standard No. 24-26 prior to the start of construction . B ...
... specified to be verified by masonry prism tests , the following requirements shall be met : A. A set of five masonry prisms shall be built and tested in accordance with U.B.C. Standard No. 24-26 prior to the start of construction . B ...
Page 235
... specified in Item No. 4 do not apply to modulus of elasticity values . 9. Temperature . The allowable unit stresses specified in this chapter and as modified in this section apply to uses within the range of climatic temperature ...
... specified in Item No. 4 do not apply to modulus of elasticity values . 9. Temperature . The allowable unit stresses specified in this chapter and as modified in this section apply to uses within the range of climatic temperature ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength