Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 251
... Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may ...
... Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may ...
Page 253
... horizontal joints when wall height exceeds length of sheathing panel , and sheathing shall be fastened to the ... Horizontal Force . Wood members shall not be used to resist horizontal forces contributed by masonry or concrete ...
... horizontal joints when wall height exceeds length of sheathing panel , and sheathing shall be fastened to the ... Horizontal Force . Wood members shall not be used to resist horizontal forces contributed by masonry or concrete ...
Page 647
... horizontal . The slope of other ramps shall not be steeper than 1 vertical to 8 horizontal . When provided with fixed seating , the main floor of the assembly room of a Group A , Division 1 , 2 , 2.1 or 3 Occupancy may have a slope not ...
... horizontal . The slope of other ramps shall not be steeper than 1 vertical to 8 horizontal . When provided with fixed seating , the main floor of the assembly room of a Group A , Division 1 , 2 , 2.1 or 3 Occupancy may have a slope not ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
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