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Page 182
24 - F - SHEAR ON ANCHOR BOLTS AND DOWELS - REINFORCED GYPSUM
CONCRETE ' BOLT OR DOWEL SIZE ( Inches ) EMBEDMENT ( Inches ) SHEAR
? ( Pounds ) 38 Bolt 12 Bolt 5 / 6 Bolt 3 . Deformed Dowel 12 Deformed Dowel ...
24 - F - SHEAR ON ANCHOR BOLTS AND DOWELS - REINFORCED GYPSUM
CONCRETE ' BOLT OR DOWEL SIZE ( Inches ) EMBEDMENT ( Inches ) SHEAR
? ( Pounds ) 38 Bolt 12 Bolt 5 / 6 Bolt 3 . Deformed Dowel 12 Deformed Dowel ...
Page 418
For bolts in friction - type joints , the shear stress allowed in Section 2702 ( c )
shall be reduced so that : For A325 bolts in standard holes F , < 17 . 5 ( 1 - 5 , A /
T , ) For A325 bolts in oversize and shortslotted holes For A325 bolts in
longslotted ...
For bolts in friction - type joints , the shear stress allowed in Section 2702 ( c )
shall be reduced so that : For A325 bolts in standard holes F , < 17 . 5 ( 1 - 5 , A /
T , ) For A325 bolts in oversize and shortslotted holes For A325 bolts in
longslotted ...
Page 450
TABLE NO . 27 - A — ALLOWABLE STRESSES FOR RIVETS AND BOLTS
SHEAR ( FV ) FRICTION - TYPE CONNECTIONS BEARING TYPE Standard
Standard Oversize and Long - slotted ] CONNEC . Size Holes Short - slotted
Holes TIONS ...
TABLE NO . 27 - A — ALLOWABLE STRESSES FOR RIVETS AND BOLTS
SHEAR ( FV ) FRICTION - TYPE CONNECTIONS BEARING TYPE Standard
Standard Oversize and Long - slotted ] CONNEC . Size Holes Short - slotted
Holes TIONS ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield