751.
5 Structural Detailing Guidelines - Engineerlng_Policy_Guide
P Ian Dim. Plan Dim. PI an Oiniens ion
M R M
1 C = jnr
d d d
T l I
V
R ' cc� i
0
D
0.
30 ° - 45 ° - 60 ° goo 120 ° - 135 ° - 150 °
BendAngle V = 30° BendAngle V • 45° � BendAngle V= 60°
Bar Size d D r
M C Deduct M C Deduct M C Deduct
#4 0.500" 3.00" 1.150" 2.000· o.536" o.916" 0.155" o.828" 1.374" o.282" 1.155• 1.833" o.4n"
#6 0.625" 3.75" 2.188" 2.500" 0.670" 1.145" 0.194" 1.036" 1.718" 0.353" 1.443" 2.291" 0.596"
#6 0.750" 4.50" 2.625" 3.000" 0.804" 1.374" 0.233" 1.243" 2.062" 0.424" 1.732" 2.749" 0.715"
#7 0.875" 5.25" 3.063" 3.500" 0.938" 1.604" 0.272" 1.450• 2.405" 0.494" 2.021· 3.207" 0.834"
#7g• 0.875" 7.00" 3.938" 4.375" 1.172" 2.062" 0.283" 1.812" 3.093" 0.532" 2.526" 4.123" 0.928"
#8 1.000· 6.00" 3.500" 4.000" 1.072" 1.833" 0.311" 1.657" 2.749" 0.565" 2.309" 3.665" 0.954"
#8g 8 1.000" 8.00" 4.500" 5.000" 1.340" 2.356" 0.323" 2.071" 3.534" 0.608" 2.887" 4.712" 1.061"
#9 1.128" 9.50" 5.314" 5.878" 1.575" 2.782" 0.368" 2.435" 4.174" 0.696" 3.394" 5.565" 1.223"
#10 1.270" 10.75" 6.010" 6.645" 1.781" 3.147" 0.414" 2.752" 4.720" 0.785" 3.836" 6.294" 1.379"
#11 1.410" 12.00" 6.705" 7.410" 1.986" 3.511" 0.460" 3.069" 5.266" 0.873" 4.278" 7.021" 1.535"
#14 1.693" 18.25" 9.972" 10.818" 2.899" 5.221" 0.576" 4.481" 7.832" 1.130" 6246" 10.442" 2.049"
#18 2.257" 24.00" 13.129" 14.257" 3.820" 6.874" 0.766" 5.905" 10.311" 1.500" 8.231" 13.748" 2.714"
BendAn V=9o•,::::;, BendAngle V • 120° BendAngle V = 135° BendAngle V = 150°
Bar Size
___,,
M C Deduct M C Deduct M C Deduct M C Deduct
#4 2.000· 2_749•/ 1.251" /f 3.464" 3.665" 3.263" 4.828" 4.123" 5.534" 7.464" 4.581" 10.347"
#6 2.500" 3.436" 1.564" 4.330" 4.581" 4.079" 6.036" 5.154" 6.917" 9.330" 5.727" 12.933" I
#6 3.000" 4.123" 1.877" 5.196" 5.498" 4.895" 7.243" 6.185" 8.300" 11.196" 6.872" 15.520"
#7 3.500" 4.811" 2.189" 6.062" 6.414" 5.710" 8.450" 7.216" 9.684" 13.062" 8.018" 18.107"
#7ga
4.375" 6.185" 2.565" 7.578" 8.247" 6.909" 10.562" 9.278" 11.847" 16.328" 10.308" 22.347"
#8 4.000" 5.498" 2.502" 6.928" 7.330" 6.526" 9.657" 8.247" 11.067" 14.928" 9.163" 20.693"
#8g8 5.000" 7.069" 2.931" 8.660" 9.425" 7.896" 12.071" 10.603" 13.539" 18.660" 11.781" 25.540"
#9 5.878" 8.347" 3.409" 10.181" 11.130" 9.232" 14.191" 12.521" 15.861" 21.937" 13.912" 29.962"
#10 6.645" 9.440" 3.850" 11.509" 12.587" 10.432" 16.042" 14.161" 17.924" 24.799" 15.734" 33.865"
#11 7.410" 10.532" 4288" 12.834" 14.043" 11.626" 17.889" 15.798" 19.980" 27.654" 17.554" 37.755"
#14 10.818" 15.663" 5.973" 18.737" 20.884" 16.590" 26.117" 23.495" 28.739" 40.373" 26.105" 54.641"
#18 14.257" 20.622" 7.892" 24.694" 27.496" 21.891" 34.419" 30.933" 37.906" 53.208" 34.370" 72.045"
d= Bar djameter D = Finished bend diametw:
�{#4 thru #8 epoxv or uncoated bars) -
D = 8d, (#7 & #8 galvanized bars)
D = Values shown, (#9 thru #18)
.Deduct= 2M C I angles}
r' angles)
..!2fillvct= 2R {90" on()'.} c r--
.•M = R(Tan V/2} Ail M= R {90° only
�
• L.=,,.radius to centenme of bar= D/2 + d/2 R = radius to outer edge of ar = r + d/2
• #7g & #Bg represent galvanized bars.
#7 & #8 represent uncoated and epoxy bars.
All other sizes represent uncoated, epoxy and galvanized bars.
Example Length Calculations for a Standard Pin Bend Shape:
°
�olO' #7 standard shaJ!..e with two 90 bends:
st
180 Hook;;,
°
9¾" 1 table-.. #7 Bar
B= 2'-6" cc A
C= 2'-0"
D= -2.a:.. w
Nominal Length = 7'-2¾" = 7'-3" *
N
90 Bend Deducts = :..2�} 2nd table
°
Actual Length= 6'-10.372"= 6'-10" *
i2'-0"(C)
_._____
... ...,
* Rounded to nearest inch
751.5.9.2.7.2 Stirrup Pin Bend Shapes (All Grades)
✓I IV'\ f @-.,.. v"' . 5J
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