Uniform Building Code |
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Page 178
... exceed the values given in Table No. 24 - K . Where these values are exceed- ed , the member shall be designed in accordance with the requirements of Section 2418 . Allowable vertical loads on rectangular unreinforced walls and columns ...
... exceed the values given in Table No. 24 - K . Where these values are exceed- ed , the member shall be designed in accordance with the requirements of Section 2418 . Allowable vertical loads on rectangular unreinforced walls and columns ...
Page 183
... exceed 3,000,000 400 f'm but not to exceed 1,200,000 0.25 f'm but not to exceed 900 0.30 f'm but not to exceed 1200 9. Bond - Plain bars 10. Bond - Deformed 60 140 ' Stresses for hollow unit masonry are based on net section . 60 500 f'm ...
... exceed 3,000,000 400 f'm but not to exceed 1,200,000 0.25 f'm but not to exceed 900 0.30 f'm but not to exceed 1200 9. Bond - Plain bars 10. Bond - Deformed 60 140 ' Stresses for hollow unit masonry are based on net section . 60 500 f'm ...
Page 185
... exceed 40 exceed 80 Vm 0.3mbut not to 0.3m but not to exceed 28 5. Bearing On full area 0.125 f'm On one - third area or less1 fm 0.188 f'm 6. Modulus of Elasticity Em 7. Modulus of Rigidity E 500 f'm but not to exceed 1,500,000 psi 200 ...
... exceed 40 exceed 80 Vm 0.3mbut not to 0.3m but not to exceed 28 5. Bearing On full area 0.125 f'm On one - third area or less1 fm 0.188 f'm 6. Modulus of Elasticity Em 7. Modulus of Rigidity E 500 f'm but not to exceed 1,500,000 psi 200 ...
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