Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 450 25 25 M / Vd = 0 .9Vƒ'm 34 Max . 2.0Vƒ'm 50 Max . 17 25 b . Reinforcing taking all shear , Flexural m 3.0 ... 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 ...
... exceed 450 25 25 M / Vd = 0 .9Vƒ'm 34 Max . 2.0Vƒ'm 50 Max . 17 25 b . Reinforcing taking all shear , Flexural m 3.0 ... 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 ...
Page 185
... exceed 40 exceed 80 Vm 0.3mbut not to 0.3 fm but not to 5. Bearing On full area On one - third area or less1 Im 6. Modulus of Elasticity Em 7. Modulus of Rigidity E exceed 28 0.125 f'm 0.188 f'm 500 fm but not to exceed 1,500,000 psi ...
... exceed 40 exceed 80 Vm 0.3mbut not to 0.3 fm but not to 5. Bearing On full area On one - third area or less1 Im 6. Modulus of Elasticity Em 7. Modulus of Rigidity E exceed 28 0.125 f'm 0.188 f'm 500 fm but not to exceed 1,500,000 psi ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength