Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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... STRENGTH OF TITANIUM SKIN - STRINGER PANELS 7. Author ( s ) Richard A. Pride , Dick M. Royster , and James E. Gardner 9. Performing Organization Name and Address NASA Langley Research Center Hampton , Va . 23365 ... COMPRESSIVE STRENGTH OF.
... STRENGTH OF TITANIUM SKIN - STRINGER PANELS 7. Author ( s ) Richard A. Pride , Dick M. Royster , and James E. Gardner 9. Performing Organization Name and Address NASA Langley Research Center Hampton , Va . 23365 ... COMPRESSIVE STRENGTH OF.
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Frank G. Horino. EFFECTS OF PLANES OF WEAKNESS ON UNIAXIAL COMPRESSIVE STRENGTH OF MODEL MINE PILLARS by Frank G. Horino1 ABSTRACT The Bureau of Mines studied the uniaxial compressive strength of model rock pillars as a function of the ...
Frank G. Horino. EFFECTS OF PLANES OF WEAKNESS ON UNIAXIAL COMPRESSIVE STRENGTH OF MODEL MINE PILLARS by Frank G. Horino1 ABSTRACT The Bureau of Mines studied the uniaxial compressive strength of model rock pillars as a function of the ...
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... force per second , and the compressive strength and the strain indicator readings at the time of rock failure were recorded . The three separate strain indicator readings , one for each ring during pre- stress and one during the axial ...
... force per second , and the compressive strength and the strain indicator readings at the time of rock failure were recorded . The three separate strain indicator readings , one for each ring during pre- stress and one during the axial ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength