Uniform Building Code |
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Page 178
... accordance with the above formula , except that the eccen- tricity coefficient C , shall be determined in accordance with Section 2419 ( c ) 5 G. Where e , bet exceeds bt / 3 , walls and columns shall be reinforced and designed in ...
... accordance with the above formula , except that the eccen- tricity coefficient C , shall be determined in accordance with Section 2419 ( c ) 5 G. Where e , bet exceeds bt / 3 , walls and columns shall be reinforced and designed in ...
Page 349
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance ...
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance ...
Page 426
... accordance with Section 2708 ( d ) , encasement of the beam to achieve composite action is not required . ( b ) Design Assumptions . Encased beams shall be proportioned to sup- port unassisted all dead loads applied prior to the ...
... accordance with Section 2708 ( d ) , encasement of the beam to achieve composite action is not required . ( b ) Design Assumptions . Encased beams shall be proportioned to sup- port unassisted all dead loads applied prior to the ...
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