Catalog: Anchoring and Fastening Systems for Concrete
Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry
Sleeve-All® Design Information — Concrete and Masonry
Mechanical Anchors
Size in. (mm)
Embed. Depth in. (mm)
Critical Edge Dist. in. (mm)
Critical Spacing Dist. in. (mm)
1⁄4 (6.4) 5⁄16 (7.9) 3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄8 (29) 1 7⁄16 (37) 1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
2 1⁄2 (64) 3 1⁄8 (79) 3 3⁄4 (95) 5 (127) 6 1⁄4 (159) 7 1⁄2 (191)
4 1⁄2 (114) 5 3⁄4 (146) 6 (152) 9 (229) 11 (279) 13 1⁄2 (343)
Tension Load f'c ≥ 2,000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 880 94 220 (3.9) (0.4) (1.0) 1,120 113 280 (5.0) (0.5) (1.2) 1,600 294 400 (7.1) (1.3) (1.8) 3,160 254 790 (14.1) (1.1) (3.5) 4,200 681 1,050 (18.7) (3.0) (4.7) 6,400 665 1,600 (28.5) (3.0) (7.1)
*
IBC
Allowable Tension and Shear Loads for Sleeve-All® in Normal-Weight Concrete
Shear Load
f'c ≥ 4,000 psi (27.6 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 1,320 189 330 (5.9) (0.8) (1.5) 1,320 350 330 (5.9) (1.6) (1.5) 2,680 450 670 (11.9) (2.0) (3.0) 4,760 485 1,190 (21.2) (2.2) (5.3) 6,160 1,772 1,540 (27.4) (7.9) (6.9) 9,520 674 2,380 (42.3) (3.0) (10.6)
f'c ≥ 2,000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 1,440 90 360 (6.4) (0.4) (1.6) 2,160 113 540 (9.6) (0.5) (2.4) 3,080 223 770 (13.7) (1.0) (3.4) 5,000 473 1,250 (22.2) (2.1) (5.6) 8,520 713 2,130 (37.9) (3.2) (9.5) 10,040 955 2,510 (44.7) (4.2) (11.2)
Install. Torque ft.-lb. (N-m) 5 (7) 8 (11) 15 (20) 25 (34) 50 (68) 90 (122)
1. The tabulated allowable loads are based on a safety factor of 4.0. 2. Allowable loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for spacing and edge distance on page 183. 4. Drill bit diameter used in base material corresponds to nominal anchor diameter. 5. Allowable tension loads may be linearly interpolated between concrete strengths listed. 6. The minimum concrete thickness is 1 1⁄2 times the embedment depth.
Allowable Tension and Shear Loads for 3⁄8" Sleeve-All® in Grout-Filled CMU (Anchor Installed in Horizontal Mortar Joint or Face Shell) Size in. (mm) 3⁄8 (9.5)
Embed. Min. Edge Min. End Min. Depth Dist. Dist. Spacing in. in. in. in. (mm) (mm) (mm) (mm) 1 1⁄2 (38)
16 (406)
16 (406)
24 (610)
Ultimate lb. (kN)
Allow. lb. (kN)
Ultimate lb. (kN)
Allow. lb. (kN)
Install. Torque ft.-lb. (N-m)
2,000 (8.9)
400 (1.8)
2,300 (10.2)
460 (2.0)
15 (20)
Tension Load
Shear Load
IBC
*
IBC
*
Allowable Tension and Shear Loads for Sleeve-All® in Grout-Filled CMU Size in. (mm)
Embed. Min. Edge Min. End Min. Depth Dist. Dist. Spacing in. in. in. in. (mm) (mm) (mm) (mm)
3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
12 (305) 12 (305) 12 (305) 12 (305)
3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
8 (203) 8 (203) 8 (203) 8 (203)
Tension Load Ultimate lb. (kN)
Allow. lb. (kN)
Anchor Installed in a Single Face Shell 12 24 1,746 350 (305) (610) (7.8) (1.6) 12 24 3,384 675 (305) (610) (15.1) (3.0) 12 24 3,970 795 (305) (610) (17.7) (3.5) 12 24 6,395 1,280 (305) (610) (28.4) (5.7) Anchor Installed in Mortar “T” Joint 8 24 1,927 385 (203) (610) (8.6) (1.7) 8 24 3,849 770 (203) (610) (17.1) (3.4) 8 24 4,625 925 (203) (610) (20.6) (4.1) 8 24 5,483 1,095 (203) (610) (24.4) (4.9)
Ultimate lb. (kN)
Allow. lb. (kN)
Install. Torque ft.-lb. (N-m)
2,871 (12.8) 5,670 (25.2) 8,171 (36.3) 12,386 (55.1)
575 (2.6) 1,135 (5.0) 1,635 (7.3) 2,475 (11.0)
15 (20) 25 (34) 50 (68) 90 (122)
3,436 (15.3) 5,856 (26.0) 7,040 (31.3) 7,869 (35.0)
685 (3.0) 1,170 (5.2) 1,410 (6.3) 1,575 (7.0)
15 (20) 25 (34) 50 (68) 90 (122)
Shear Load
1. The tabulated allowable loads are based on a safety factor of 5.0. 2. Listed loads may be applied to installations through a face shell with the following placement guidelines: a. Minimum 3" from vertical mortar joint. b. Minimum 1" from vertical cell centerline. 3. Values for 6- and 8-inch-wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'm, at 28 days is 1,500 psi. 4. Embedment depth is measured from the outside face of the concrete masonry unit. 5. Drill bit diameter used in base material corresponds to nominal anchor diameter.
* See page 12 for an explanation of the load table icons.
182
Block
3"
1" Block
Edge Distance specified in table
1"
End Distance specified in table
3"
1" Block
Face Shell Installation Allowable Anchor Placement in grout-filled CMU shown by shaded areas.
C-A-2016 © 2015 SIMPSON STRONG-TIE COMPANY INC.
See notes beneath following table.
Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry
Sleeve-All® Design Information — Concrete Allowable Load-Adjustment Factors for Sleeve-All® Anchors in Normal-Weight Concrete: Edge Distance and Spacing, Tension and Shear Loads How to use these charts:
Edge Distance Tension (fc) Edge Dist. cact (in.) 1 1⁄4 1 1⁄2 1 9⁄16 1 7⁄8 2 2 1⁄2 3 3 1⁄8 3 1⁄2 3 3⁄4 4 4 1⁄2 5 5 1⁄2 6 6 1⁄4 6 1⁄2 7 7 1⁄2
Size ccr cmin fcmin
1⁄4 2 1⁄2 1 1⁄4 0.60 0.60 0.68 0.70 0.80 0.84 1.00
5⁄16 3 1⁄8 1 9⁄16 0.60 0.60 0.68 0.71 0.84 0.97 1.00
3⁄8 3 3⁄4 1 7⁄8 0.60
0.60 0.63 0.73 0.84 0.87 0.95 1.00
1⁄2 5 2 1⁄2 0.60
0.60 0.68 0.70 0.76 0.80 0.84 0.92 1.00
5⁄8 6 1⁄4 3 1⁄8 0.60
0.60 0.65 0.68 0.71 0.78 0.84 0.90 0.97 1.00
3⁄4 7 1⁄2 3 3⁄4 0.60
IBC *
2 1⁄4 2 1⁄2 2 7⁄8 3 3 1⁄2 4 4 1⁄2 5 5 1⁄2 5 3⁄4 6 6 1⁄2 6 3⁄4 7 8 9 10 11 12 13 13 1⁄2
See notes below.
C-A-2016 © 2015 SIMPSON STRONG-TIE COMPANY INC.
Edge Dist. cact (in.) 1 1⁄4 1 1⁄2 1 9⁄16 1 7⁄8 2 2 1⁄2 3 3 1⁄8 3 1⁄2 3 3⁄4 4 4 1⁄2 5 5 1⁄2 6 6 1⁄4 6 1⁄2 7 7 1⁄2
Size ccr cmin fcmin
1⁄4 2 1⁄2 1 1⁄4 0.30 0.30 0.44 0.48 0.65 0.72 1.00
5⁄16 3 1⁄8 1 9⁄16 0.30 0.30 0.44 0.50 0.72 0.94 1.00
3⁄8 3 3⁄4 1 7⁄8 0.30
0.30 0.35 0.53 0.72 0.77 0.91 1.00
1⁄2 5 2 1⁄2 0.30
0.30 0.44 0.48 0.58 0.65 0.72 0.86 1.00
5⁄8 6 1⁄4 3 1⁄8 0.30
0.30 0.38 0.44 0.50 0.61 0.72 0.83 0.94 1.00
3⁄4 7 1⁄2 3 3⁄4 0.30
Spacing Tension and Shear (fs) sact (in.)
0.60 0.63 0.68 0.73 0.79 0.84 0.87 0.89 0.95 1.00
Edge Distance Shear (fc)
4. The load adjustment factor (fc or fs) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges or spacing are multiplied together.
IBC *
Size E scr smin fsmin
1⁄4 1 1⁄8 4 1⁄2 2 1⁄4 0.50 0.50 0.56 0.64 0.67 0.78 0.89 1.00
5⁄16 1 7⁄16 5 3⁄4 2 7⁄8 0.50 0.50 0.52 0.61 0.70 0.78 0.87 0.96 1.00
3⁄8 1 1⁄2 6 3 0.50
0.50 0.58 0.67 0.75 0.83 0.92 0.96 1.00
1⁄2 2 1⁄4 9 4 1⁄2 0.50
0.50 0.56 0.61 0.64 0.67 0.72 0.75 0.78 0.89 1.00
5⁄8 2 3⁄4 11 5 1⁄2 0.50
0.50 0.52 0.55 0.59 0.61 0.64 0.73 0.82 0.91 1.00
3⁄4 3 3⁄8 13 1⁄2 6 3⁄4 0.50
IBC *
0.50 0.52 0.59 0.67 0.74 0.81 0.89 0.96 1.00
Mechanical Anchors
1. The following tables are for reduced edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the edge distance (cact) or spacing (sact) at which the anchor is to be installed.
1. E = Embedment depth (inches). 2. sact = actual spacing distance at which anchors are installed (inches). 3. scr = critical spacing distance for 100% load (inches). 4. smin = minimum spacing distance for reduced load (inches). 5. fs = adjustment factor for allowable load at actual spacing distance. 6. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00. 7. fsmin = adjustment factor for allowable load at minimum spacing distance. 8. fs = fsmin + [(1 – fsmin) (sact – smin) / (scr – smin)].
0.30 0.35 0.44 0.53 0.63 0.72 0.77 0.81 0.91 1.00
1. cact = actual edge distance at which anchor is installed (inches). 2. ccr = critical edge distance for 100% load (inches). 3. cmin = minimum edge distance for reduced load (inches). 4. fc = adjustment factor for allowable load at actual edge distance. 5. fcccr = adjustment factor for allowable load at critical edge distance. fcccr is always = 1.00. 6. fcmin = adjustment factor for allowable load at minimum edge distance. 7. fc = fcmin + [(1 – fsmin) (cact – cmin) / (ccr – cmin)].
* See page 12 for an explanation of the load table icons.
183
Sleeve-All® Design Information — Concrete and Masonry
Mechanical Anchors
Size in. (mm)
Embed. Depth in. (mm)
Critical Edge Dist. in. (mm)
Critical Spacing Dist. in. (mm)
1⁄4 (6.4) 5⁄16 (7.9) 3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄8 (29) 1 7⁄16 (37) 1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
2 1⁄2 (64) 3 1⁄8 (79) 3 3⁄4 (95) 5 (127) 6 1⁄4 (159) 7 1⁄2 (191)
4 1⁄2 (114) 5 3⁄4 (146) 6 (152) 9 (229) 11 (279) 13 1⁄2 (343)
Tension Load f'c ≥ 2,000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 880 94 220 (3.9) (0.4) (1.0) 1,120 113 280 (5.0) (0.5) (1.2) 1,600 294 400 (7.1) (1.3) (1.8) 3,160 254 790 (14.1) (1.1) (3.5) 4,200 681 1,050 (18.7) (3.0) (4.7) 6,400 665 1,600 (28.5) (3.0) (7.1)
*
IBC
Allowable Tension and Shear Loads for Sleeve-All® in Normal-Weight Concrete
Shear Load
f'c ≥ 4,000 psi (27.6 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 1,320 189 330 (5.9) (0.8) (1.5) 1,320 350 330 (5.9) (1.6) (1.5) 2,680 450 670 (11.9) (2.0) (3.0) 4,760 485 1,190 (21.2) (2.2) (5.3) 6,160 1,772 1,540 (27.4) (7.9) (6.9) 9,520 674 2,380 (42.3) (3.0) (10.6)
f'c ≥ 2,000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allow. lb. (kN) lb. (kN) lb. (kN) 1,440 90 360 (6.4) (0.4) (1.6) 2,160 113 540 (9.6) (0.5) (2.4) 3,080 223 770 (13.7) (1.0) (3.4) 5,000 473 1,250 (22.2) (2.1) (5.6) 8,520 713 2,130 (37.9) (3.2) (9.5) 10,040 955 2,510 (44.7) (4.2) (11.2)
Install. Torque ft.-lb. (N-m) 5 (7) 8 (11) 15 (20) 25 (34) 50 (68) 90 (122)
1. The tabulated allowable loads are based on a safety factor of 4.0. 2. Allowable loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for spacing and edge distance on page 183. 4. Drill bit diameter used in base material corresponds to nominal anchor diameter. 5. Allowable tension loads may be linearly interpolated between concrete strengths listed. 6. The minimum concrete thickness is 1 1⁄2 times the embedment depth.
Allowable Tension and Shear Loads for 3⁄8" Sleeve-All® in Grout-Filled CMU (Anchor Installed in Horizontal Mortar Joint or Face Shell) Size in. (mm) 3⁄8 (9.5)
Embed. Min. Edge Min. End Min. Depth Dist. Dist. Spacing in. in. in. in. (mm) (mm) (mm) (mm) 1 1⁄2 (38)
16 (406)
16 (406)
24 (610)
Ultimate lb. (kN)
Allow. lb. (kN)
Ultimate lb. (kN)
Allow. lb. (kN)
Install. Torque ft.-lb. (N-m)
2,000 (8.9)
400 (1.8)
2,300 (10.2)
460 (2.0)
15 (20)
Tension Load
Shear Load
IBC
*
IBC
*
Allowable Tension and Shear Loads for Sleeve-All® in Grout-Filled CMU Size in. (mm)
Embed. Min. Edge Min. End Min. Depth Dist. Dist. Spacing in. in. in. in. (mm) (mm) (mm) (mm)
3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
12 (305) 12 (305) 12 (305) 12 (305)
3⁄8 (9.5) 1⁄2 (12.7) 5⁄8 (15.9) 3⁄4 (19.1)
1 1⁄2 (38) 2 1⁄4 (57) 2 3⁄4 (70) 3 3⁄8 (86)
8 (203) 8 (203) 8 (203) 8 (203)
Tension Load Ultimate lb. (kN)
Allow. lb. (kN)
Anchor Installed in a Single Face Shell 12 24 1,746 350 (305) (610) (7.8) (1.6) 12 24 3,384 675 (305) (610) (15.1) (3.0) 12 24 3,970 795 (305) (610) (17.7) (3.5) 12 24 6,395 1,280 (305) (610) (28.4) (5.7) Anchor Installed in Mortar “T” Joint 8 24 1,927 385 (203) (610) (8.6) (1.7) 8 24 3,849 770 (203) (610) (17.1) (3.4) 8 24 4,625 925 (203) (610) (20.6) (4.1) 8 24 5,483 1,095 (203) (610) (24.4) (4.9)
Ultimate lb. (kN)
Allow. lb. (kN)
Install. Torque ft.-lb. (N-m)
2,871 (12.8) 5,670 (25.2) 8,171 (36.3) 12,386 (55.1)
575 (2.6) 1,135 (5.0) 1,635 (7.3) 2,475 (11.0)
15 (20) 25 (34) 50 (68) 90 (122)
3,436 (15.3) 5,856 (26.0) 7,040 (31.3) 7,869 (35.0)
685 (3.0) 1,170 (5.2) 1,410 (6.3) 1,575 (7.0)
15 (20) 25 (34) 50 (68) 90 (122)
Shear Load
1. The tabulated allowable loads are based on a safety factor of 5.0. 2. Listed loads may be applied to installations through a face shell with the following placement guidelines: a. Minimum 3" from vertical mortar joint. b. Minimum 1" from vertical cell centerline. 3. Values for 6- and 8-inch-wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'm, at 28 days is 1,500 psi. 4. Embedment depth is measured from the outside face of the concrete masonry unit. 5. Drill bit diameter used in base material corresponds to nominal anchor diameter.
* See page 12 for an explanation of the load table icons.
182
Block
3"
1" Block
Edge Distance specified in table
1"
End Distance specified in table
3"
1" Block
Face Shell Installation Allowable Anchor Placement in grout-filled CMU shown by shaded areas.
C-A-2016 © 2015 SIMPSON STRONG-TIE COMPANY INC.
See notes beneath following table.
Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry
Sleeve-All® Design Information — Concrete Allowable Load-Adjustment Factors for Sleeve-All® Anchors in Normal-Weight Concrete: Edge Distance and Spacing, Tension and Shear Loads How to use these charts:
Edge Distance Tension (fc) Edge Dist. cact (in.) 1 1⁄4 1 1⁄2 1 9⁄16 1 7⁄8 2 2 1⁄2 3 3 1⁄8 3 1⁄2 3 3⁄4 4 4 1⁄2 5 5 1⁄2 6 6 1⁄4 6 1⁄2 7 7 1⁄2
Size ccr cmin fcmin
1⁄4 2 1⁄2 1 1⁄4 0.60 0.60 0.68 0.70 0.80 0.84 1.00
5⁄16 3 1⁄8 1 9⁄16 0.60 0.60 0.68 0.71 0.84 0.97 1.00
3⁄8 3 3⁄4 1 7⁄8 0.60
0.60 0.63 0.73 0.84 0.87 0.95 1.00
1⁄2 5 2 1⁄2 0.60
0.60 0.68 0.70 0.76 0.80 0.84 0.92 1.00
5⁄8 6 1⁄4 3 1⁄8 0.60
0.60 0.65 0.68 0.71 0.78 0.84 0.90 0.97 1.00
3⁄4 7 1⁄2 3 3⁄4 0.60
IBC *
2 1⁄4 2 1⁄2 2 7⁄8 3 3 1⁄2 4 4 1⁄2 5 5 1⁄2 5 3⁄4 6 6 1⁄2 6 3⁄4 7 8 9 10 11 12 13 13 1⁄2
See notes below.
C-A-2016 © 2015 SIMPSON STRONG-TIE COMPANY INC.
Edge Dist. cact (in.) 1 1⁄4 1 1⁄2 1 9⁄16 1 7⁄8 2 2 1⁄2 3 3 1⁄8 3 1⁄2 3 3⁄4 4 4 1⁄2 5 5 1⁄2 6 6 1⁄4 6 1⁄2 7 7 1⁄2
Size ccr cmin fcmin
1⁄4 2 1⁄2 1 1⁄4 0.30 0.30 0.44 0.48 0.65 0.72 1.00
5⁄16 3 1⁄8 1 9⁄16 0.30 0.30 0.44 0.50 0.72 0.94 1.00
3⁄8 3 3⁄4 1 7⁄8 0.30
0.30 0.35 0.53 0.72 0.77 0.91 1.00
1⁄2 5 2 1⁄2 0.30
0.30 0.44 0.48 0.58 0.65 0.72 0.86 1.00
5⁄8 6 1⁄4 3 1⁄8 0.30
0.30 0.38 0.44 0.50 0.61 0.72 0.83 0.94 1.00
3⁄4 7 1⁄2 3 3⁄4 0.30
Spacing Tension and Shear (fs) sact (in.)
0.60 0.63 0.68 0.73 0.79 0.84 0.87 0.89 0.95 1.00
Edge Distance Shear (fc)
4. The load adjustment factor (fc or fs) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges or spacing are multiplied together.
IBC *
Size E scr smin fsmin
1⁄4 1 1⁄8 4 1⁄2 2 1⁄4 0.50 0.50 0.56 0.64 0.67 0.78 0.89 1.00
5⁄16 1 7⁄16 5 3⁄4 2 7⁄8 0.50 0.50 0.52 0.61 0.70 0.78 0.87 0.96 1.00
3⁄8 1 1⁄2 6 3 0.50
0.50 0.58 0.67 0.75 0.83 0.92 0.96 1.00
1⁄2 2 1⁄4 9 4 1⁄2 0.50
0.50 0.56 0.61 0.64 0.67 0.72 0.75 0.78 0.89 1.00
5⁄8 2 3⁄4 11 5 1⁄2 0.50
0.50 0.52 0.55 0.59 0.61 0.64 0.73 0.82 0.91 1.00
3⁄4 3 3⁄8 13 1⁄2 6 3⁄4 0.50
IBC *
0.50 0.52 0.59 0.67 0.74 0.81 0.89 0.96 1.00
Mechanical Anchors
1. The following tables are for reduced edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the edge distance (cact) or spacing (sact) at which the anchor is to be installed.
1. E = Embedment depth (inches). 2. sact = actual spacing distance at which anchors are installed (inches). 3. scr = critical spacing distance for 100% load (inches). 4. smin = minimum spacing distance for reduced load (inches). 5. fs = adjustment factor for allowable load at actual spacing distance. 6. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00. 7. fsmin = adjustment factor for allowable load at minimum spacing distance. 8. fs = fsmin + [(1 – fsmin) (sact – smin) / (scr – smin)].
0.30 0.35 0.44 0.53 0.63 0.72 0.77 0.81 0.91 1.00
1. cact = actual edge distance at which anchor is installed (inches). 2. ccr = critical edge distance for 100% load (inches). 3. cmin = minimum edge distance for reduced load (inches). 4. fc = adjustment factor for allowable load at actual edge distance. 5. fcccr = adjustment factor for allowable load at critical edge distance. fcccr is always = 1.00. 6. fcmin = adjustment factor for allowable load at minimum edge distance. 7. fc = fcmin + [(1 – fsmin) (cact – cmin) / (ccr – cmin)].
* See page 12 for an explanation of the load table icons.
183
