Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 218
... shear wall cross section shall satisfy Formula ( 12-12 ) . Pu≤ ( 0.80 ) Po . ( 12-12 ) 6. Shear strength . Shear strength shall be as follows : A. The nominal shear strength shall be determined using either Section 2412 ( d ) 6 B or C ...
... shear wall cross section shall satisfy Formula ( 12-12 ) . Pu≤ ( 0.80 ) Po . ( 12-12 ) 6. Shear strength . Shear strength shall be as follows : A. The nominal shear strength shall be determined using either Section 2412 ( d ) 6 B or C ...
Page 433
... Shear Friction . [ 11.7 ] 1. Provisions of Section 2611 ( h ) shall be applied where it is appropriate to consider shear transfer across a given plane , such as an existing or potential crack , an interface between dissimilar materials ...
... Shear Friction . [ 11.7 ] 1. Provisions of Section 2611 ( h ) shall be applied where it is appropriate to consider shear transfer across a given plane , such as an existing or potential crack , an interface between dissimilar materials ...
Page 510
... shear reinforcement . Stirrups and other bars or wires used as shear reinforcement shall extend to a distance d from extreme compression fiber and shall be anchored at both ends according to Section 2612 ( p ) to develop design yield ...
... shear reinforcement . Stirrups and other bars or wires used as shear reinforcement shall extend to a distance d from extreme compression fiber and shall be anchored at both ends according to Section 2612 ( p ) to develop design yield ...
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