Hilda, Ine. Re: Hilt HDA Carbon Steel and Stainless Concrete Steel Undercut Anchors for Cracked and Cracked 4. Design values and minimum demented requirements shall be per Tables in IOC ES Report Mo. ESR-1546. 5.3 and Table 1705.3 of the 2017 Los be provided for anchor installations. 5. Special inspection in accord: Angeles City Building Code 6. Use of zine-costed carbon steel anchors is limited to dry, interior locations. 7. Use of anchors with fire-resistance-rated construction shall be per Section 3.
Hilda, Ine. Re: Hilt HBA Carbon Steel and Stainless Steel Undercut Anchors for Cracked and Cracked Concrete This general approval of an equivalent alternate to the Code is only valid where an engineer brand inspector of this Department has determined that all conditions of this Approval have Been meting the sidepiece in which used. Engineering Research Section 201 NW.
ESRA548 | Most Widely Acceded aid Rustic FEA Het NUL The MIT TROUGH MAU ses Breadfruit hexagonal nul lined ary talented Carbon sleet misinforming tn DINGS 328 Pathetic: Retention Ring! That expansion sieve Subpar wit a red plastic ring stamped with the name MILT The ding nests in the recess provided in the sleeve The rs Fh the expansion sections. It prevents dismantlement of the concrete into the recess at load snivels. 3.
ESR-1846:1 Most Widely Accepted and Trusted 41.8 Requirements for Semicircle Design: For combinations Including seismic, the: design mu pa darned in romance with AGH 31814.1743 or 18-11 0.3.8, as applicable. Modifications to AGH 318-14 17.2.3 sail oe applied under Section 1908.1 8 of the 2015 BC. For the 2012 180.8 4 shall ba domiciled Modifications to ACH 318 (4 be applied unguarded §: BC, or Savior 1908.1.16 of the 2006 IBC, gs applicable.
PEERAGE' | Most Widely Accepted and. Tiled. TABLE 40-5 TOR DRILL SIT DIMENSIONS Fags Aid Marking HIG CH CHD IG wan ir a Torte Bh Heme oa 9.
ESRA840: Mos Widely Placer dd 7 inl TABLE Bo PEDESTRIANIZATION; HATH DA UNDERCUT ANCHORS: Pages oll? snacked sonar Hae ane: Stablemates Deposit Sara mater Aymara ait wir wie Han HOE REAR MER aaa ee in 35 for B.D. id” (4.3 Aho 0b & iad in Eocene i ri 5 cerement any 7.48 84 ran #0 150 200 in) 5-718) (rg) 19 250 Sn 112) (9-718) + edge distance” Geo . 4.3.11 of partisan Wiriness thickness of be Sar.
ESR 845] Most Widely Accredited Bd Truly TABLE = STEEL STRENGTHEN SHEAR HEPATITIS Page troy Grass Threaten in | Int Son at tn Seasickness of Te marsh Shear Stale | mea balsamic Anchor Designation Vi Vi {mn fin} hy {nl HOT 20-M100100 158 be $ 20 518 5 4g 5 13116 13.840 12,580 1558 18.835 15,080 HAT 22-M12x125 HIG Ss 2 18,850 1546 30,575 47,425 a 2 255 1,530 16h S136 34820 31,250 8 HEAT 30-416x150 a CE TEE TEES 8 138 38,220 595 41,385 085 116 45,185 40,650 GOAT THEE ty £215 50.808 45,635 2B SS 4 54630 48.
Most Widely Accepted and Trusted Page dd of 47 TABLET EXAMPLE BLOATWARE STRESS DESIGN VALUES FOR ILLUSTRATIVE PURSES, Home Etta Bilabial anchor amendment mansion dd diameter rapid Dino (pai 394 2800 | 30 | 148 085 14718 5,148 we 48 2.50 Vaz wie 7.88 2.58 30 | 148 | 086 30.868 13478 M20 984 2800 | a0 | 148 | 065 | 48318 28.342 For Bic 1b = 4.45 kN, 1 pe» DOOMSAYERS, {in = 25.4 mm Design Assumptions: 1 Singh anchor with static tension Concrete determinable 10 remain cracked for the Be.
