Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 159
... exceed those set forth in Table No. 24 - C . Reinforced Gypsum Concrete Sec . 2406. ( a ) General . Reinforced ... exceed 2 feet 9 inches . 3. Diaphragm action is not required . 4. The design live load does not exceed 40 pounds per ...
... exceed those set forth in Table No. 24 - C . Reinforced Gypsum Concrete Sec . 2406. ( a ) General . Reinforced ... exceed 2 feet 9 inches . 3. Diaphragm action is not required . 4. The design live load does not exceed 40 pounds per ...
Page 187
... exceed 900 450 4. Shear : a . No shear reinforcement : Flexural2 m 1.1 Vf 50 Max . 25 Shear walls3 M / Vd 14 M / Vd ... 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 900 450 4. Shear : a . No shear reinforcement : Flexural2 m 1.1 Vf 50 Max . 25 Shear walls3 M / Vd 14 M / Vd ... 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 189
... exceed 40 0.3 Vfm but not to exceed 28 0.125 f'm fm 0.188 f'm Em 500 f'm but not to exceed 1,500,000 psi 7. Modulus of elasticity Ev 200 f'm but not to exceed 600,000 psi 0.3 Vf'm but not to exceed 80 0.3 Vf'm but not to exceed 56 0.25 ...
... exceed 40 0.3 Vfm but not to exceed 28 0.125 f'm fm 0.188 f'm Em 500 f'm but not to exceed 1,500,000 psi 7. Modulus of elasticity Ev 200 f'm but not to exceed 600,000 psi 0.3 Vf'm but not to exceed 80 0.3 Vf'm but not to exceed 56 0.25 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength