AISC Table J3 5 Minimum Edge Distance in Center of Standard Hole to Edge of Connected Part At Rolled Edges of At Sheared Edges Plates Shapes or Bars Gas Cut or Saw cut Edges 2 2 1 4 1 5 8 2 3 8 2 5 8 Notes 1 For oversized or slotted holes see AISC Table J3 6 2

questions or comments to solutions aisc org Minimum Edge Distance AISC 360 05 Table J3 5 contains minimum edge distance requirements for bolted connections that depend on whether the edge of the connected part is sheared vs being thermally cut or rolled However edge distance requirements in AISC 360 10 are no longer dependent on edge preparation

Specification Section J3 6 R n F A b J3 1 φ 0 75 LRFD Ω 2 00 ASD additional references Manual Table 7 1 Specification Table J3 2 Bolt shear is based upon the limit state of shear rupture of the bolt Equation J3 1 in Specification n Section J3 6 is general and applies to both tension and shear in bolts The nominal strengths for use

in Table J3 2 is equal to the tensile strength of the bolt material times 0 75 AISC FAQ Steel Talks 64 0 334 in 2 0 442 in 0 75 AISC FAQ Steel Talks 65 For A325 F u 120 ksi For A490 F u 150 ksi Table 2 6 from AISC 14th Edition Manual AISC FAQ Steel Talks 66 From Table 2 6 A325 Bolts F u 120 ksi – F nt 0 75 x 120 ksi 90 ksi A490 Bolts F u 150 ksi – F nt

The 2016 American Institute of Steel Construction s Specification for Structural Steel Buildingsprovides an integrated treatment of allowable strength design ASD and load and resistance factor design LRFD and replaces earlier Specifications As indicated in Chapter B of the Specification designs can be made accord ing to either ASD or LRFD provisions

AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC One East Wacker Drive Suite 3100 Chicago IL 60601 2001 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 5 12 5 14 TABLE OF CONTENTS A GENERAL PROVISIONS 5 24 A1 Scope 5 24 A2 Limits of Applicability 5 24 1 Structural Steel Defined 5 24 see Sect J3 5 86 L5 Corrosion 5 86 M

of the American Institute of Steel Construction its officers agents employees or committee members or of any other person named herein that this information is suitable for any general or particular use or of freedom from interaction diagram in AISC Manual Table 6 5 Table 4 F Available Strength in Axial Compression Composite Filled Round HSS Table 4 F is the same

Approved by the AISC Committee on Specifications One East Wacker Drive Suite 700 Chicago Illinois 60601 1802 Specification for Structural Steel Buildings draft dated December 18 2015 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1 Symbols Table J3 5 85 C3 Coefficient for calculation of effective rigidity of filled composite 86 compression member

AISC Specification J3 4 indicates that the minimum edge distance Le from the center of the bolt to the edge of the connected part is given in Table J3 4 as a function of bolt size and type of edge sheared edges edges of rolled shapes and gas cut edges AISC Specification J3 5 indicates that the maximum edge distance for bolt holes is 12 times the thickness of the connected part

21 11 2015 nbsp 0183 32 TABLES OF DESIGN DIMENSIONS DETAILING DIMENSIONS AND AXIAL STRONG AXIS FLEXURAL AND WEAK AXIS FLEXURAL PROPERTIES 1 10 Table 1 1 W Shapes 1 10 Table 1 2 M Shapes 1 28 Table 1 3 S Shapes 1 30 Table 1 4 HP Shapes 1 32Table 1 5 C Shapes 1 34Table 1 6 MC Shapes 1 36Table 1 7 Angles 1 40 Table 1 8

questions or comments to solutions aisc org Minimum Edge Distance AISC 360 05 Table J3 5 contains minimum edge distance requirements for bolted connections that depend on whether the edge of the connected part is sheared vs being thermally cut or rolled However edge distance requirements in AISC 360 10 are no longer dependent on edge preparation

The 2016 American Institute of Steel Construction s Specification for Structural Steel Buildingsprovides an integrated treatment of allowable strength design ASD and load and resistance factor design LRFD and replaces earlier Specifications As indicated in Chapter B of the Specification designs can be made accord ing to either ASD or LRFD provisions

Size and Use of Holes The maximum sizes of holes for bolts are given in Table J3 3 or J3 3M except that larger holes required for tolerance on location of anchor rods in concrete foundations are permitted in column base details Standard holes or short slotted holes transverse to the direction of the load shall

AISC Data Bolt Check 181 A bolt Ab bolt Agv PL Agv PL block Ant PL block Anv PL Anv PL block Aw weld b PL bolt bolt d type bolt n Bolt size Bolt type Bolt type Table Bolt types Clearance con type con type table d bolt Du eq j2 4 eq j3 1 eq j3 4 eq J3 6a edge eq J3 6a internal eq j4 3 eq j4 4 eq j4 5 ew weld F EXX weld Fnt

The design shear strength of fasteners is specified in AISC LRFD Section J3 6 and Table J3 2 i Design Tension Strength φRn φ Ab F n Eq 2 Where φ Resistance Factor 0 75 Table J3 2 Ab Nominal unthreaded body area of bolt or threaded part in 2 Fn Nominal tensile strength Ft 0 75 Fu Fu minimum tensile strength of bolt material LRFD Table 2 3 A307

Approved by the AISC Committee on Specifications One East Wacker Drive Suite 700 Chicago Illinois 60601 1802 Specification for Structural Steel Buildings draft dated December 18 2015 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1 Symbols Table J3 5 85 C3 Coefficient for calculation of effective rigidity of filled composite 86 compression member I2 2b 87 D

Table J3 4 specifies minimum edge distances for sheared edges edges of rolled shapes and gas cut edges AISC Specification J3 5 indicates that the maximum edge distance for bolt holes is 12 times the thickness of the connected part but not more than 6 in The maximum spacing for bolt holes is 24 times the thickness of the thinner part

AISC Specification J3 5 indicates that the maximum edge distance for bolt holes is 12 times the thickness of the connected part but not more than 6 in The maximum spacing for bolt holes is 24 times the thickness of the thinner part but not more than 12 in Specification J3 6 indicates that the design tension or shear strength of bolts is φ FnAb Table J3 2 gives the values of φ

of the American Institute of Steel Construction its officers agents employees or committee members or of any other person named herein that this information is suitable for any general or particular use or of freedom from interaction diagram in AISC Manual Table 6 5 Table 4 F Available Strength in Axial Compression Composite Filled Round HSS Table 4 F is the same

i Minimum spacing of bolts see AISC section J3 3 see text page 103 The preferred spacing is s 3d but shall not be less than s 2 2 3 d ii Minimum edge distance See LRFD Table J3 4 page 16 1 107 for standard holes or see Table 4 7 4 p 104 in text See LRFD Table J3 5 page 16 1 108 for oversized short slotted and long slotted holes for required edge distance

AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1 Symbols 2 3 Some definitions in the list below have been simplified in the interest of 4 brevity In all cases the definitions given in the body of the Specification 5 govern Symbols without text definitions or used only in one location and 6 defined at that location are omitted in some cases The section or table 7 number in the

5 1 Bolt Holes 5 1 1 Maximum hole sizes for bolts are specified in the AISC Specification Table J3 3 What if an actual hole dimension is between two of the values AISC Specification Table J3 3 is based upon the RCSC Specification Table 3 1 and contains the maximum dimensions of standard oversized short slotted and long slotted holes

21 11 2015 nbsp 0183 32 Table 1 21 Crane Rails 1 116Table 1 22 ASTM A6 Tolerances for W Shapes and HP Shapes 1 117Table 1 23 ASTM A6 Tolerances for S Shapes M Shapes and Channels 1 119Table 1 24 ASTM A6 Tolerances for WT MT and ST Shapes 1 120Table 1 25 ASTM A6 Tolerances for Angles Structural Size 1 121Table 1 26