Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 162
... exceed 18 inches , and the maximum horizontal distance shall not exceed 36 inches . Walls bonded with metal ties shall conform to the requirements for allowable stress , lateral support , thickness ( excluding cavity ) , height , and ...
... exceed 18 inches , and the maximum horizontal distance shall not exceed 36 inches . Walls bonded with metal ties shall conform to the requirements for allowable stress , lateral support , thickness ( excluding cavity ) , height , and ...
Page 188
... exceed 450 a . No shear rein- forcement , Flexural2 1.1Vƒ'm 50 Max . 25 Shear walls3 M / Vd ≥1 .9Vf'm 34 Max . 17 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 ...
... exceed 450 a . No shear rein- forcement , Flexural2 1.1Vƒ'm 50 Max . 25 Shear walls3 M / Vd ≥1 .9Vf'm 34 Max . 17 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 ...
Page 190
... exceed 40 exceed 80 Vm 0.3m but not to 0.3m but not to On one - third area or less1 fm 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 200 f'm but not to exceed ...
... exceed 40 exceed 80 Vm 0.3m but not to 0.3m but not to On one - third area or less1 fm 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 200 f'm but not to exceed ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength