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Wind – 12" Thick Slab Podium Anchorage Design Tables

Strong-Rod Systems

Technical and Installation Notes
Strong Rod Literature
ATS versus URS
Anchor Tiedown System
Uplift Restraint Systems for Roofs
WIND / SDC A&B AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs)
12" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 1 NA NA
 5/8 SA1-5H-XXKT 13,805  (20,340) 1 NA NA
 3/4 SA1-6H-XXKT 19,880  (30,100) 1 NA NA
 7/8 SA1-7H-XXKT 25,085  (41,555) 1 27,060  (41,555) 2
1    SA1-8H-XXKT 24,910  (41,520) 1 35,345  (54,515) 2
1 1/8 SA1-9H-XXKT 24,775  (41,295) 1 46,595  (71,555) 2
1 1/4 SA1-10H-XXKT 24,665  (41,110) 1 57,525  (90,855) 3
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 1 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 1 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 1 NA NA
 7/8 SA1-7-XXKT 13,080  (20,085) 1 NA NA
1    SA1-8-XXKT 17,080  (26,350) 1 NA NA
1 1/8 SA1-9-XXKT 21,620  (33,200) 1 NA NA
1 1/4 SA1-10-XXKT 24,665  (41,110) 1 26,690  (42,155) 2

See Designer Notes

WIND / SDC A&B NEAR EDGE ANCHOR TENSION CAPACITY (lbs)
12" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 5 NA NA
 5/8 SA1-5H-XXKT 11,240  (18,735) 5 13,805  (20,340) 6
 3/4 SA1-6H-XXKT 11,200  (18,665) 5 19,880  (30,100) 6
 7/8 SA1-7H-XXKT 11,160  (18,600) 5 24,410  (40,680) 6
1    SA1-8H-XXKT 11,120  (18,535) 5 24,450  (40,750) 6
1 1/8 SA1-9H-XXKT 11,085  (18,470) 5 24,470  (40,780) 6
1 1/4 SA1-10H-XXKT 11,070  (18,450) 5 NA NA
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 5 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 5 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 5 NA NA
 7/8 SA1-7-XXKT 11,160  (18,600) 5 13,080  (20,085) 6
1    SA1-8-XXKT 11,120  (18,535) 5 17,080  (26,350) 6
1 1/8 SA1-9-XXKT 11,085  (18,470) 5 21,620  (33,200) 6
1 1/4 SA1-10-XXKT 11,070  (18,450) 5 24,510  (40,850) 6

See Designer Notes

WIND / SDC A&B AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs)
12" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 1 NA NA
 5/8 SA1-5H-XXKT 13,805  (20,340) 1 NA NA
 3/4 SA1-6H-XXKT 19,880  (30,100) 1 NA NA
 7/8 SA1-7H-XXKT 22,435  (37,390) 1 27,060  (41,555) 2
1    SA1-8H-XXKT 22,280  (37,135) 1 35,345  (54,515) 2
1 1/8 SA1-9H-XXKT 22,160  (36,935) 1 46,595  (71,555) 2
1 1/4 SA1-10H-XXKT 22,060  (36,770) 1 57,525  (90,855) 3
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 1 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 1 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 1 NA NA
 7/8 SA1-7-XXKT 13,080  (20,085) 1 NA NA
1    SA1-8-XXKT 17,080  (26,350) 1 NA NA
1 1/8 SA1-9-XXKT 21,620  (33,200) 1 NA NA
1 1/4 SA1-10-XXKT 22,060  (36,770) 1 26,690  (42,155) 2

See Designer Notes

WIND / SDC A&B NEAR EDGE ANCHOR TENSION CAPACITY (lbs)
12" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 5 NA NA
 5/8 SA1-5H-XXKT 10,055  (16,760) 5 13,085  (20,340) 6
 3/4 SA1-6H-XXKT 10,020  (16,695) 5 19,880  (30,100) 6
 7/8 SA1-7H-XXKT 9,980  (16,635) 5 21,830  (36,385) 6
1    SA1-8H-XXKT 9,950  (16,580) 5 21,870  (36,450) 6
1 1/8 SA1-9H-XXKT 9,915  (16,520) 5 21,885  (36,475) 6
1 1/4 SA1-10H-XXKT 9,900  (16,505) 5 NA NA
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 5 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 5 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 5 NA NA
 7/8 SA1-7-XXKT 9,980  (16,635) 5 13,080  (20,085) 6
1    SA1-8-XXKT 9,950  (16,580) 5 17,080  (26,350) 6
1 1/8 SA1-9-XXKT 9,915  (16,520) 5 21,620  (33,200) 6
1 1/4 SA1-10-XXKT 9,900  (16,505) 5 21,925  (36,540) 6

See Designer Notes

WIND / SDC A&B, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs)
12" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 10 NA NA
 5/8 SA1-5H-XXKT 13,805  (20,340) 10 NA NA
 3/4 SA1-6H-XXKT 19,880  (30,100) 10 NA NA
 7/8 SA1-7H-XXKT 20,645  (34,410) 10 27,060  (41,555) 9
1    SA1-8H-XXKT 20,600  (34,330) 10 35,345  (54,515) 9
1 1/8 SA1-9H-XXKT 20,545  (34,240) 10 42,110  (70,185) 9
1 1/4 SA1-10H-XXKT 20,530  (34,220) 10 42,110  (70,185) 9
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 10 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 10 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 10 NA NA
 7/8 SA1-7-XXKT 13,080  (20,085) 10 NA NA
1    SA1-8-XXKT 17,080  (26,350) 10 NA NA
1 1/8 SA1-9-XXKT 20,545  (33,200) 10 21,620  (33,200) 9
1 1/4 SA1-10-XXKT 20,530  (34,220) 10 26,690  (42,155) 9

See Designer Notes

WIND / SDC A&B, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs)
12" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE
BOLT DIA (in) SHALLOW ANCHOR ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1 ANCHOR TENSION CAPACITY, ASD (LRFD) DETAIL ON SHEET SA1
HIGH STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT HS ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4H-XXKT 8,835  (12,770) 10 NA NA
 5/8 SA1-5H-XXKT 13,805  (20,340) 10 NA NA
 3/4 SA1-6H-XXKT 18,520  (30,100) 10 19,880  (30,100) 9
 7/8 SA1-7H-XXKT 18,465  (30,775) 10 27,060  (54,515) 9
1    SA1-8H-XXKT 18,425  (30,705) 10 35,345  (62,775) 9
1 1/8 SA1-9H-XXKT 18,375  (30,625) 10 37,665  (62,775) 9
1 1/4 SA1-10H-XXKT 18,365  (30,610) 10 NA NA
STANDARD STRENGTH ANCHOR BOLT WITHOUT ANCHOR REINFORCEMENT STANDARD ANCHOR WITH ANCHOR REINFORCEMENT
 1/2 SA1-4-XXKT 4,270  (6,175) 10 NA NA
 5/8 SA1-5-XXKT 6,675  (9,830) 10 NA NA
 3/4 SA1-6-XXKT 9,610  (14,550) 10 NA NA
 7/8 SA1-7-XXKT 13,080  (20,085) 10 NA NA
1    SA1-8-XXKT 17,080  (26,350) 10 NA NA
1 1/8 SA1-9-XXKT 18,375  (30,625) 10 21,620  (33,200) 9
1 1/4 SA1-10-XXKT 18,365  (30,610) 10 26,690  (42,155) 9
NOTES FOR THE DESIGNER FOR DESIGNS IN WIND AND SDC A&B
  1. Solutions apply to Simpson Strong-Tie Shallow Podium Anchor assembly only. See sheet SA1.
  2. Shallow Podium Anchor assembly kit consists of a threaded rod with a stamped head, a proprietary attached embedded plate, and an 1" stand off anchor bolt location. The "XX" variable is the specified bolt length. See sheet SA1.
  3. Anchor designs are in general conformance to ACI318-11 Appendix D and D.5.2.9 for anchor reinforcement.
  4. Non-anchor reinforcement solutions assume no supplementary reinforcement. See details 1/SA1, 5/SA1, 10/SA1.
  5. Typical design assumes 3/4" concrete cover to the bottom of the anchor reinforcement.
  6. Slab flexural reinforcement should be specified by the registered design professional considering the project specified design loads.
  7. Wind designs consider design categories A and B.
  8. Notify the engineer of record with any anchor layout conflicts or if conditions are other than what is shown in the details on sheet SA1.
  9. Edge distance is 2-3/4" from the nearest free edge to the center of the anchor bolt.
  10. Near edge condition represents walls typically perpendicular to the concrete edge. See C/SA1.