Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 52
... limits set forth in Table No. 5 - D may be increased by one story if the building is provided with an approved ... limit in Table No. 5 - D if of com- bustible materials . 2. The height of one - story aircraft hangars shall not be ...
... limits set forth in Table No. 5 - D may be increased by one story if the building is provided with an approved ... limit in Table No. 5 - D if of com- bustible materials . 2. The height of one - story aircraft hangars shall not be ...
Page 301
... limits of Section 2604 ( c ) 2 E , F and G. E. Concrete that after curing will be subject to freezing temperatures while wet shall contain entrained air within the limits of Table No. 26 - B . For such concrete made with normal weight ...
... limits of Section 2604 ( c ) 2 E , F and G. E. Concrete that after curing will be subject to freezing temperatures while wet shall contain entrained air within the limits of Table No. 26 - B . For such concrete made with normal weight ...
Page 328
... limits in Section 2307. Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of ...
... limits in Section 2307. Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of ...
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