Uniform Building Code |
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Page 187
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE ' BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt 3 % Deformed Dowel 1/2 Deformed Dowel EMBEDMENT ( Inches ) SHEAR ' ( Pounds ) 45566 325 450 650 325 450 ' The bolts or dowels shall ...
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE ' BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt 3 % Deformed Dowel 1/2 Deformed Dowel EMBEDMENT ( Inches ) SHEAR ' ( Pounds ) 45566 325 450 650 325 450 ' The bolts or dowels shall ...
Page 419
... bolts in friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts ... For A490 bolts .. WHERE : · F F 15.0 ( 1ƒАb / Tь ) 20.0 ( 1fAb / To ) f , is the average tensile stress due ...
... bolts in friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts ... For A490 bolts .. WHERE : · F F 15.0 ( 1ƒАb / Tь ) 20.0 ( 1fAb / To ) f , is the average tensile stress due ...
Page 434
... Bolts in Combination with Welds . In new work , rivets , A307 bolts , or high strength bolts used in bearing - type connections , shall not be considered as sharing the stress in combination with welds . Welds , if used , shall be ...
... Bolts in Combination with Welds . In new work , rivets , A307 bolts , or high strength bolts used in bearing - type connections , shall not be considered as sharing the stress in combination with welds . Welds , if used , shall be ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength