Uniform Building Code |
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Page 191
... strength . For effect of notch on shear strength , see Section 2506 ( d ) . 3. Lateral moment distribution . Lateral moment distribution of a con- centrated load from a critically loaded beam to adjacent parallel beams shall be ...
... strength . For effect of notch on shear strength , see Section 2506 ( d ) . 3. Lateral moment distribution . Lateral moment distribution of a con- centrated load from a critically loaded beam to adjacent parallel beams shall be ...
Page 342
... shear reinforcement is required and is placed perpendicular to the axis of the member , it shall be spaced not ... strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress v , shall be computed by : V = pbud ( 11-3 ) ...
... shear reinforcement is required and is placed perpendicular to the axis of the member , it shall be spaced not ... strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress v , shall be computed by : V = pbud ( 11-3 ) ...
Page 376
... shear and the bending moment . The individual elements shall be investigated for all critical stages of loading . If the specified strength , unit weight or other properties of the various components are different , the properties of ...
... shear and the bending moment . The individual elements shall be investigated for all critical stages of loading . If the specified strength , unit weight or other properties of the various components are different , the properties of ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength