Seismic – 10" Thick Slab Podium Anchorage Design Tables
- Seismic — 12" Thick Slab Podium Anchorage Design Tables
- Seismic — 14" Thick Slab Podium Anchorage Design Tables
| SDC C-F AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 8,835 (12,770) | 1 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 1 | 32,545 |
| 3/4 | SA1-6H-XXKT | 19,880 (30,100) | 2 | 48,160 |
| 7/8 | SA1-7H-XXKT | 27,060 (41,555) | 2 | 66,490 |
| 1 | SA1-8H-XXKT | 35,345 (54,515) | 2 | 87,225 |
| 1 1/8 | SA1-9H-XXKT | 46,585 (66,550) | 3 | 114,490 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 1 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,830) | 1 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 1 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 1 | 32,135 |
| 1 | SA1-8-XXKT | 15,990 (22,845) | 1 | 42,160 |
| 1 1/8 | SA1-9-XXKT | 21,620 (33,200) | 2 | 53,125 |
| 1 1/4 | SA1-10-XXKT | 26,690 (42,155) | 2 | 67,450 |
| SDC C-F NEAR EDGE ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 7,660 (10,940) | 5 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 6 | 32,545 |
| 3/4 | SA1-6H-XXKT | 19,735 (28,190) | 6 | 48,160 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 5 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,830) | 5 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 6 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 6 | 32,135 |
| 1 | SA1-8-XXKT | 17,080 (26,350) | 6 | 42,160 |
| 1 1/8 | SA1-9-XXKT | 19,830 (28,325) | 6 | 53,125 |
| SDC C-F AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 8,835 (12,770) | 1 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 1 | 32,545 |
| 3/4 | SA1-6H-XXKT | 19,740 (30,100) | 2 | 48,160 |
| 7/8 | SA1-7H-XXKT | 27,060 (41,555) | 2 | 66,490 |
| 1 | SA1-8H-XXKT | 35,345 (54,515) | 2 | 87,225 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 1 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,830) | 1 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 1 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 1 | 32,135 |
| 1 | SA1-8-XXKT | 17,080 (26,350) | 2 | 42,160 |
| 1 1/8 | SA1-9-XXKT | 21,620 (33,200) | 2 | 53,125 |
| 1 1/4 | SA1-10-XXKT | 26,690 (42,155) | 2 | 67,450 |
| SDC C-F NEAR EDGE ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 8,835 (12,770) | 6 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 6 | 32,545 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 5 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,750) | 5 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 6 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 6 | 32,135 |
| 1 | SA1-8-XXKT | 17,080 (25,305) | 6 | 42,160 |
| SDC C-F, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 8,835 (12,770) | 10 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 10 | 32,545 |
| 3/4 | SA1-6H-XXKT | 19,880 (30,100) | 9 | 48,160 |
| 7/8 | SA1-7H-XXKT | 27,060 (41,555) | 9 | 66,490 |
| 1 | SA1-8H-XXKT | 35,345 (53,830) | 9 | 87,225 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 10 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,830) | 10 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 10 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 10 | 32,135 |
| 1 | SA1-8-XXKT | 15,990 (22,845 | 10 | 42,160 |
| 1 1/8 | SA1-9-XXKT | 21,620 (33,200) | 9 | 53,125 |
| 1 1/4 | SA1-10-XXKT | 26,690 (42,155) | 9 | 67,450 |
| SDC C-F, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs) | ||||
|---|---|---|---|---|
| 10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE | ||||
| BOLT DIA (in) | SHALLOW ANCHOR | ANCHOR TENSION CAPACITY, ASD (LRFD) | DETAIL ON SHEET SA1 | 1.2 x Nsa SLAB DESIGN LOAD |
| HIGH STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4H-XXKT | 8,835 (12,770) | 10 | 20,435 |
| 5/8 | SA1-5H-XXKT | 13,805 (20,340) | 10 | 32,545 |
| 3/4 | SA1-6H-XXKT | 19,880 (30,100) | 9 | 23,280 |
| 7/8 | SA1-7H-XXKT | 27,060 (41,555) | 9 | 32,135 |
| 1 | SA1-8H-XXKT | 33,705 (48,150) | 9 | 87,225 |
| STANDARD STRENGTH ANCHOR BOLT | ||||
| 1/2 | SA1-4-XXKT | 4,270 (6,175) | 10 | 9,875 |
| 5/8 | SA1-5-XXKT | 6,675 (9,830) | 10 | 15,730 |
| 3/4 | SA1-6-XXKT | 9,610 (14,550) | 10 | 23,280 |
| 7/8 | SA1-7-XXKT | 13,080 (20,085) | 10 | 32,135 |
| 1 | SA1-8-XXKT | 17,080 (26,350) | 9 | 42,160 |
| 1 1/8 | SA1-9-XXKT | 21,620 (33,200) | 9 | 53,125 |
| 1 1/4 | SA1-10-XXKT | 26,690 (42,155) | 9 | 67,450 |
NOTES FOR THE DESIGNER FOR DESIGNS IN SDC C-F
- 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.
- Simpson Strong-Tie recommends that the slab's design flexure and shear strengths are adequate to prevent plastic hinge formation under demands associated with anchorage forces corresponding to ACI 318-11, section D.3.3.4.3, using anchor tension loads obtained from either design loads obtained from either design load combinations that include E, with E increased by Ωo, or from 1.2 x nominal steel strength of the anchor (Nsa). See table design for 1.2 x Nsa.
- 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.