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Page 191
... depth used for design shall be assumed as the member depth reduced by twice the notch depth when determining the flexural strength . For effect of notch on shear strength , see Section 2506 ( d ) . 3. Lateral moment distribution ...
... depth used for design shall be assumed as the member depth reduced by twice the notch depth when determining the flexural strength . For effect of notch on shear strength , see Section 2506 ( d ) . 3. Lateral moment distribution ...
Page 201
... depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : CF = ( 12 / d ) WHERE : CF = = size factor . d = depth of beam in ...
... depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : CF = ( 12 / d ) WHERE : CF = = size factor . d = depth of beam in ...
Page 203
... depth . Straight sheathing shall not be permitted to resist shears in diaphragms acting in rotation . EXCEPTIONS : 1. One - story , wood - framed structures with the depth nor- mal to the open side not greater than 25 feet may have a depth ...
... depth . Straight sheathing shall not be permitted to resist shears in diaphragms acting in rotation . EXCEPTIONS : 1. One - story , wood - framed structures with the depth nor- mal to the open side not greater than 25 feet may have a depth ...
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