PART 4 SHEAR LOAD
Stand-off Failure Mode
Variables f u , min
Variables 318-14 Chapter 17 Provision Comments for PROFIS Engineering
f u , min
5.2.3.2 Steel failure b ) Shear load with lever arm
The characteristic bending resistance M 0 is given in the relevant ETA .
Rk , s
The value of M 0 for anchors according to current experience is obtained from Equation ( 5 . 5b ).
Rk , s
M 0 Rk , s = 1 . 2W el f u , k
[ Nm ] ( 5 . 5b )
Equation ( 5.5b ) may be used only if the anchor has not a significantly reduced section along the length of the bolt .
PROFIS Engineering cast-in anchor portfolio values for f uta .
MATERIAL SPECIFICATION
AWS D1.1
ASTM F 1554
ASTM F 1554
ASTM F 1554
GRADE OR TYPE
DIAMETER ( d 0
) ( in )
TENSILE STRENGTH ( f uta
)
( ksi )
YIELD STRENGTH ( f ya
)
( ksi )
GROSS AREA ( in 2 )
EFFECTIVE AREA ( A se
)
( in 2 )
B |
0.500 |
65 |
51 |
0.196 |
|
B |
0.625 |
65 |
51 |
0.307 |
|
B |
0.750 |
65 |
51 |
0.442 |
|
B |
0.875 |
65 |
51 |
0.601 |
|
36 |
0.500 |
58 |
36 |
0.196 |
0.142 |
36 |
0.625 |
58 |
36 |
0.307 |
0.226 |
36 |
0.750 |
58 |
36 |
0.442 |
0.334 |
36 |
0.875 |
58 |
36 |
0.601 |
0.462 |
36 |
1.000 |
58 |
36 |
0.785 |
0.606 |
36 |
1.125 |
58 |
36 |
0.994 |
0.763 |
36 |
1.250 |
58 |
36 |
1.227 |
0.969 |
36 |
1.375 |
58 |
36 |
1.485 |
1.160 |
36 |
1.500 |
58 |
36 |
1.767 |
1.410 |
36 |
1.750 |
58 |
36 |
2.405 |
1.900 |
36 |
2.000 |
58 |
36 |
3.142 |
2.500 |
55 |
0.500 |
75 |
55 |
0.196 |
0.142 |
55 |
0.625 |
75 |
55 |
0.307 |
0.226 |
55 |
0.750 |
75 |
55 |
0.442 |
0.334 |
55 |
0.875 |
75 |
55 |
0.601 |
0.462 |
55 |
1.000 |
75 |
55 |
0.785 |
0.606 |
55 |
1.125 |
75 |
55 |
0.994 |
0.763 |
55 |
1.250 |
75 |
55 |
1.227 |
0.969 |
55 |
1.375 |
75 |
55 |
1.485 |
1.160 |
55 |
1.500 |
75 |
55 |
1.767 |
1.410 |
55 |
1.750 |
75 |
55 |
2.405 |
1.900 |
55 |
2.000 |
75 |
55 |
3.142 |
2.500 |
105 |
0.500 |
125 |
105 |
0.196 |
0.142 |
105 |
0.625 |
125 |
105 |
0.307 |
0.226 |
105 |
0.750 |
125 |
105 |
0.442 |
0.334 |
105 |
0.875 |
125 |
105 |
0.601 |
0.462 |
105 |
1.000 |
125 |
105 |
0.785 |
0.606 |
105 |
1.125 |
125 |
105 |
0.994 |
0.763 |
105 |
1.250 |
125 |
105 |
1.227 |
0.969 |
105 |
1.375 |
125 |
105 |
1.485 |
1.160 |
105 |
1.500 |
125 |
105 |
1.767 |
1.410 |
105 |
1.750 |
125 |
105 |
2.405 |
1.900 |
105 |
2.000 |
125 |
105 |
3.142 |
2.500 |
PROFIS Engineering uses the provisions given in the European Technical Approval Guideline ( ETAG ) titled ETAG 001 Metal Anchors for Use in Concrete Annex C : Design Methods for Anchorages to consider bolt bending as a possible shear failure mode . The parameter “ f u , k
” in ETAG 001 Equation ( 5.5 ) is defined as the “ characteristic steel ultimate tensile strength ”, and is used to calculate the “ characteristic bending resistance ” ( M 0 ) of an anchor element . PROFIS
Rk , s
Engineering designates M 0 as “ Rk , s M0 ”, and the elastic section modulus “ W ” as s el
“ S ”. PROFIS Engineering calculates M 0 using the following equation : s
M 0 s = ( 1 . 2 )( S )( f u , min ) where by the parameter “ f u , min
” corresponds to the minimum specified ultimate tensile strength of the anchor element . The parameter “ f u , min
” can also be expressed as “ f uta
”. Minimum specified ultimate tensile strength values for the PROFIS Engineering cast-in anchor portfolio are shown to the left as “ f uta
”. For the post-installed anchors in its portfolio , PROFIS Engineering uses the minimum specified ultimate tensile strength values given in the ICC-ESR for the anchor element that has been selected . Examples of post-installed anchor minimum specified ultimate tensile strength values are shown to the left as f uta
-values .
Reference the Equations section of the report for more information on the following PROFIS Engineering parameters :
M 0 : Characteristic flexural resistance of the anchor element s
S : Elastics section modulus for the anchor element
Reference the Calculations section of the report for more information on the PROFIS Engineering parameter :
M 0 : Characteristic flexural resistance of the anchor element s
327 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions