Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 21
Page 2-100
... ASTM C 33 , Concrete Aggregates 2. ASTM C 330 , Lightweight Aggregates for Structural Con- crete 3. ASTM C 332 , Lightweight Aggregates for Insulating Con- crete 4. ASTM C 144 , Aggregate for Masonry Mortar 5. Aggregates failing to meet ...
... ASTM C 33 , Concrete Aggregates 2. ASTM C 330 , Lightweight Aggregates for Structural Con- crete 3. ASTM C 332 , Lightweight Aggregates for Insulating Con- crete 4. ASTM C 144 , Aggregate for Masonry Mortar 5. Aggregates failing to meet ...
Page 2-101
... ASTM A 421 , Uncoated Stress - relieved Wire for Pre- stressed Concrete 3. ASTM A 722 , Uncoated High - strength Steel Bar for Pre- stressing Concrete 1903.5.5.2 Wire , strands and bars not specifically listed in ASTM A 416 , A 421 and ...
... ASTM A 421 , Uncoated Stress - relieved Wire for Pre- stressed Concrete 3. ASTM A 722 , Uncoated High - strength Steel Bar for Pre- stressing Concrete 1903.5.5.2 Wire , strands and bars not specifically listed in ASTM A 416 , A 421 and ...
Page 2-384
... ASTM . CHAPTER 23 23-1 ; 2302.1 , 2303 Classification , Definition and Methods of Grading for All Species of Lumber . Standard Methods D 245-88 and D 2555-88 of the ASTM , Handbook No. 72 of the United States Department of Agri- culture ...
... ASTM . CHAPTER 23 23-1 ; 2302.1 , 2303 Classification , Definition and Methods of Grading for All Species of Lumber . Standard Methods D 245-88 and D 2555-88 of the ASTM , Handbook No. 72 of the United States Department of Agri- culture ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength