Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 471
... surface , such as rigid floor or rigid ground surface pavement : 4.36h 36h ) d = ^ ( 1+ √1 + 4 ) WHERE : A = 2.34P Sb P = Applied lateral force in pounds . S S1 = Allowable lateral soil - bearing pressure as set forth in Table No. 29 ...
... surface , such as rigid floor or rigid ground surface pavement : 4.36h 36h ) d = ^ ( 1+ √1 + 4 ) WHERE : A = 2.34P Sb P = Applied lateral force in pounds . S S1 = Allowable lateral soil - bearing pressure as set forth in Table No. 29 ...
Page 608
... surface normally used as a walking surface , sliding glass door units , including fixed glass panels which are part of such units , shower doors , tub enclosures and storm doors shall comply with Section 5401 ( b ) . For shower doors ...
... surface normally used as a walking surface , sliding glass door units , including fixed glass panels which are part of such units , shower doors , tub enclosures and storm doors shall comply with Section 5401 ( b ) . For shower doors ...
Page 654
... surface elevations , as - graded ground surface elevations , lot drainage patterns and locations and elevations of all surface and sub- surface drainage facilities . He shall provide approval that the work was done in accordance with ...
... surface elevations , as - graded ground surface elevations , lot drainage patterns and locations and elevations of all surface and sub- surface drainage facilities . He shall provide approval that the work was done in accordance with ...
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