Uniform Building Code |
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Page 164
... tensile stress shown above . ( c ) Symbols and Notations . The symbols and notations used in this sec- tion are defined as follows : α = Angle between inclined web bars and axis of beam . A = Total area of web reinforcement in tension ...
... tensile stress shown above . ( c ) Symbols and Notations . The symbols and notations used in this sec- tion are defined as follows : α = Angle between inclined web bars and axis of beam . A = Total area of web reinforcement in tension ...
Page 185
... Tensile , Flexural ' 69 M or S mortar N mortar Normal to bed joints2 Parallel to bed joints ' f M or S mortar N mortar 4. Shear ' M or S mortar f ∞40000 18 14 28 36 28 600 200 36 72 56 N mortar Vm 0.3m but not to 0.3m but not to exceed ...
... Tensile , Flexural ' 69 M or S mortar N mortar Normal to bed joints2 Parallel to bed joints ' f M or S mortar N mortar 4. Shear ' M or S mortar f ∞40000 18 14 28 36 28 600 200 36 72 56 N mortar Vm 0.3m but not to 0.3m but not to exceed ...
Page 387
... tensile stress in the concrete due to design loads exceeds 4√ , the reinforce- ment shall be spaced not farther apart than three times the shell thickness . Reinforcement shall be provided to resist the total principal tensile stress ...
... tensile stress in the concrete due to design loads exceeds 4√ , the reinforce- ment shall be spaced not farther apart than three times the shell thickness . Reinforcement shall be provided to resist the total principal tensile stress ...
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