Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 237
... edge of support . The shear for the notch on the compression side shall be further limited to the value determined ... edge of member to the nearest edge of the nearest connector . de ( with bolts only ) = the depth of the member less ...
... edge of support . The shear for the notch on the compression side shall be further limited to the value determined ... edge of member to the nearest edge of the nearest connector . de ( with bolts only ) = the depth of the member less ...
Page 457
... Edge Slab with Beams Without With Exterior Edge Unre- Between All Edge Edge Fully strained Supports Beam Beam Restrained Interior negative factored moment 0.75 0.70 0.70 0.70 0.65 Positive factored moment 0.63 0.57 0.52 0.50 0.35 ...
... Edge Slab with Beams Without With Exterior Edge Unre- Between All Edge Edge Fully strained Supports Beam Beam Restrained Interior negative factored moment 0.75 0.70 0.70 0.70 0.65 Positive factored moment 0.63 0.57 0.52 0.50 0.35 ...
Page 491
... edge less than 10 diameters C away . For groups of anchors the concrete design shear strength shall be taken as the ... edge in the direction of shear times the number of rows . 3. The strength of the row farthest from the free edge in ...
... edge less than 10 diameters C away . For groups of anchors the concrete design shear strength shall be taken as the ... edge in the direction of shear times the number of rows . 3. The strength of the row farthest from the free edge in ...
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