Wind – 12" Thick Slab Podium Anchorage Design Tables
- Wind — 10" Thick Slab Podium Anchorage Design Tables
- Wind — 14" Thick Slab Podium Anchorage Design Tables
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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
- Solutions apply to Simpson Strong-Tie Shallow Podium Anchor assembly only. See sheet SA1.
- 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.
- Anchor designs are in general conformance to ACI318-11 Appendix D and D.5.2.9 for anchor reinforcement.
- Non-anchor reinforcement solutions assume no supplementary reinforcement. See details 1/SA1, 5/SA1, 10/SA1.
- Typical design assumes 3/4" concrete cover to the bottom of the anchor reinforcement.
- Slab flexural reinforcement should be specified by the registered design professional considering the project specified design loads.
- Wind designs consider design categories A and B.
- 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.
- Edge distance is 2-3/4" from the nearest free edge to the center of the anchor bolt.
- Near edge condition represents walls typically perpendicular to the concrete edge. See C/SA1.