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Wej-It Ankr-TITE® Wedge Anchors Zinc

Wej-It Ankr-TITE® Wedge Anchors Zinc


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Wej-It Ankr-TITE® Wedge Anchors Zinc

Ankr-TITE® Wedge Anchors set up fast, needing less rotation to achieve the required torque. The unique "safety shoulder" supports the clip when under load and minimizes clip slippage under ultimate loading conditions. The enlarged dimples on the clip reduce slip and increase response in lighter concrete.

Specifications, Listings and Approvals


Diameters:
1/4" – 1-1/4"
Body:
• Carbon Steel: UNS G 10350, AISI 1035
• Stainless: AISI 12L14 Type 304 or Type 316
Finish:
Zinc: ASTM B633 Type III, SC1
Hot-dip galvanized: ASTM A153; B454;
B695-82 and MIL-C-81562A
Clip:
• Carbon steel: ASTM A108 Grade 1018
• Stainless steel: Type 304 or Type 316
Washer:
• Carbon steel: ANSI/ASME B18.22.1 zinc coated
• Stainless steel: Type 304 or Type 316
Federal Specifications:
• QQZ-325Z, Type II, Class 3
• GSA FFS-325 Group II, Type 4, Class 1
Clear Chromate Added)
• GSA FFS-325 Group II, Type 4, Class 1
Code Compliance:
• Miami/Dade NOA: No. 08-0911.02
• State DOT Approvals: Call Customer Service for specific information by state
Nut:
• Carbon steel: ANSI/ASME B18.2.2 zinc coated
• Stainless steel: Type 304 or Type 316
 




Maximum Tensile Capacity For Static Loads All Anchor Materials
Anchor & Hole Size 4000 psi Concrete 6000 psi Concrete
Embed. (in.) Tension (lb.) Shear (lb.) Embed. (in.) Tension (lb.) Shear (lb.)
1/4 1-1/4 2000 2811 1-1/4 2042 2811
2-1/ 2 2600 2811 2-1/ 2 2826 2811
3/8 1-3/4 3850 3075 1-3/4 4790 3075
4-5/8 6020 4227 4-5/8 6635 4227
1/ 2 2-1/ 8 6324 6260 2-1/ 8 7540 6260
6 -1/4 8249 7516 6 -1/4 10713 7516
5/8 2- 5/8 9527 9760 2-5/8 10597 9760
6 15893 11743 6 16705 11743
3/4 3-3/4 13130 15860 3-3/4 18979 15860
7-7/ 8 19795 23817 7-7/ 8 24145 23817
7/ 8 4 16591 24000 4 19945 24000
8 27484 25710 8 33113 25710
1 5 26676 32494 5 30683 32494
9 36171 36896 9 36171 36896
1-1/4 5-5/8 28733 46975 5-5/8 28733 46975
10 50390 46975 10 50390 46975




Allowable Tensile Capacity For Static Loads All Anchor Materials
Anchor & Hole Size 4000 psi Concrete 6000 psi Concrete
Embed. (in.) Tension (lb.) Shear (lb.) Embed. (in.) Tension (lb.) Shear (lb.)
1/4 1-1/4 500 703 1-1/4 511 703
2-1/ 2 650 703 2-1/ 2 707 703
3/8 1-3/4 963 769 1-3/4 1198 769
4-5/8 1505 1057 4-5/8 1659 1057
1/ 2 2-1/ 8 1581 1565 2-1/ 8 1885 1565
6 -1/4 2062 1879 6 -1/4 2678 1879
5/8 2- 5/8 2382 2440 2-5/8 2649 2440
6 3973 2936 6 4176 2936
3/4 3-3/4 3283 3965 3-3/4 4745 3965
7-7/ 8 4949 5920 7-7/ 8 6036 5954
7/ 8 4 4148 6000 4 4986 6000
8 6871 6428 8 8278 6428
1 5 6669 8124 5 7670 8124
9 9043 9224 9 9043 9224
1-1/4 5-5/8 7183 11744 5-5/8 7183 11744
10 12598 11744 10 12598 11744




Ultimate Tension and Shear
Anchor Dia. (in.) Install. Torque Embed. Depth (in.) Lower Flute of Steel Deck with Lightweight Concrete Fill* f’c = 3,000 PSI
Tension (lb.) Shear (lb.)
3/8 20-25 1-3/4 2414 4054
3 3169
1/ 2 50-55 2-1/ 2 3458 5038
4 4274
5/8 90-95 3 -1/4 4199 5884
5 5036
3/4 110 -120 3-3/4 5136 8030
5 -1/ 2 7711

·         Information provided only for the use of a qualified design engineer. Use of technical data by unqualified process could cause seriouse damage , injury or even death

      NOTES

·         For static load, use one-forth of the maximum  tensile and shear capacities for the recommended 4:1 safety factor.

·         Tested to ASTM E488 Test Standard , Sources (available upon request ): U.S. Testing Co,Tulsa ,OK ,Stork,Minneapolis,MN



ALLOWABLE Tension Capacity for Static Load: 4K & 6K psi Concrete, 4-1 Safety Factor
PSI Dia. (in.) Embedment (in.)
1-3/4 2 2-1/4 2-1/2 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-5/8            
4K 3/8 963 1010 1057 1104 1151 1198 1246 1289 1340 1387 1434 1481 1505
6K 1198 1238 1278 1318 1358 1398 1438 1478 1518 1559 1599 1639 1659            
    2-1/8 2-1/2 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4    
4K 1/2 1581 1625 1654 1683 1712 1742 1771 1800 1829 1858 1887 1917 1946 1975 2004 2033 2062
6K 1885 1957 2005 2053 2101 2150 2198 2246 2294 2342 2390 2438 2486 2534 2582 2630 2678
    2-5/8 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6        
4K 5/8 2382 2441 2559 2677 2794 2912 3030 3148 3266 3384 3502 3620 3738 3855 3973
6K 2649 2701 2819 2932 3045 3158 3271 3386 3498 3611 3724 3837 3950 4063 4176        
    3-3/4  4 4-1/4 4-1/2  4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 7-7/8  
4K 3/4 3283 3384 3485 3586 3687 3788 3889 3990 4091 4192 4292 4393 4494 4595 4696 4797 4898 4949
6K 4745 4823 4901 4980 5058 5136 5215 5293 5371 5449 5528 5606 5684 5762 5841 5919 5997 6036
    4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8    
4K 7/8 4148 4318 4488 4658 4828 4999 5169 5339 5510 5680 5850 6020 6190 6361 6531 6701 6871    
6K 4986 5192 5398 5603 5809 6015 6221 6427 6633 6838 7044 7250 7455 7661 7867 8073 8278    
    5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8 81/4 8-1/2 8-3/4 9    
4K 1 6669 6820 6921 7116 7263 7411 7559 7708 7856 8004 8153 8301 8449 8598 8746 8895 9043    
6K 7671 7757 7842 7929 8014 8100 8185 8271 8357 8443 8528 8614 8700 8786 8871 8958 9043    
    5-5/8 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8 8-1/4 8-1/2 8-3/4 9 9-1/4 9-1/2 9-3/4 10
4K 1-1/4 7183 7338 7647 7957 8266 8576 8885 9194 9504 9813 10123 10432 10741 11051 11360 11669 11979 12288 12598




MAXIMUM Tension Capacity for Static Loads: 4K & 6K psi Concrete
PSI Dia. (in.) Embedment (in.)
1-3/4 2 2-1/4 2-1/2 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-5/8            
4K 3/8 3850 4039 4227 4416 4605 4793 4982 5157 5360 5548 5737 5926 6020            
6K 4790 4950 5111 5271 5432 5592 5753 5913 6073 6234 6394 6555 6635            
    2-1/8 2-1/2 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4    
4K 1/2 6324 6499 6616 6732 6849 6966 7082 7199 7316 7532 7549 7666 7782 7899 8016 8132 8249    
6K 7540 7828 8021 8213 8405 8598 8790 8982 9175 9367 9559 9751 9944 10136 10328 10521 10713    
    2-5/8 2-3/4 3 3-1/4 3-1/2 3-3/4 4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6        
4K 5/8 9527 9763 10234 10706 11177 11649 12121 12592 13064 13535 14007 14478 14950 15421 15893        
6K 10597 10803 11276 11728 12181 12633 13085 13538 13990 14443 14895 15348 15800 16253 16705        
    3-3/4  4 4-1/4 4-1/2  4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 7-7/8  
4K 3/4 13130 13534 13938 14342 14746 15150 15554 15958 16362 16765 17169 17573 17977 18381 18785 19189 19593 19795  
6K 18979 19292 19605 19918 20231 20544 20858 21171 21484 21797 22110 22423 22736 23049 23362 23675 23988 24145  
    4 4-1/4 4-1/2 4-3/4 5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8    
4K 7/8 16591 17272 17953 18633 19314 19995 20676 21357 22038 22718 23399 24080 24761 25442 26122 26803 27484    
6K 19945 20768 21591 22414 23237 24060 24883 25706 26529 27352 28175 28998 29821 30644 31467 32290 33113    
    5 5-1/4 5-1/2 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8 8-1/4 8-1/2 8-3/4 9    
4K 1 26676 27279 27863 28465 29050 29643 30237 30830 31424 32017 32610 33204 33797 34391 34984 35578 36171    
6K 30683 31026 31369 31712 32055 32398 32741 33084 33427 33770 34113 34456 34799 35142 35485 35828 36171    
    5-5/8 5-3/4 6 6-1/4 6-1/2 6-3/4 7 7-1/4 7-1/2 7-3/4 8 8-1/4 8-1/2 8-3/4 9 9-1/4 9-1/2 9-3/4 10
4K 1-1/4 28733 29352 30589 31827 33064 34302 35539 36777 38015 39252 40490 41727 42965 44202 45440 46677 47915 49152 50390

Information provided only for the use of qualified engineer. Use of technical data by persons not qualified could causes serious damage, injury or even death

Ultimate values shown. For static loads, use one – fourth of the maximum tensils and shear capacities for the recommended 4:1 safety factor.