Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 454
... direction for two - way slab systems shall be determined from moments at critical sections but shall be not less ... Direction of moment shall be assumed parallel to the diagonal from the corner in the top of the slab and perpendicular ...
... direction for two - way slab systems shall be determined from moments at critical sections but shall be not less ... Direction of moment shall be assumed parallel to the diagonal from the corner in the top of the slab and perpendicular ...
Page 484
... directions of the principal tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component directions . 7. If the direction of reinforcement varies more than 10 degrees from the ...
... directions of the principal tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component directions . 7. If the direction of reinforcement varies more than 10 degrees from the ...
Page 770
... Direction 16 8 Horizontal Perpendicular only 24 16 24 16 7 12 1/2 Vertical Either Direction 24 8 Horizontal Perpendicular only 24 7 5 % Vertical Either Direction 24 8 Fasteners and Adhesives 3/8 Horizontal Perpendicular only 16 7 сл ...
... Direction 16 8 Horizontal Perpendicular only 24 16 24 16 7 12 1/2 Vertical Either Direction 24 8 Horizontal Perpendicular only 24 7 5 % Vertical Either Direction 24 8 Fasteners and Adhesives 3/8 Horizontal Perpendicular only 16 7 сл ...
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