2024-02-02_REVISION - M1982121 (6)

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Job No. 123116-D00 Page 10 Client RMR Aggregates,Inc. Date 11/27/2023 Project Mid Continent Mine Designed By KRF Subject Active Slope Stabilization Checked By BZ ftend Anchor S pftm ASTM A416 Nuotxr raa Xr actlanal Ultimate Load Jacking Load des gn Load aximum Maximum HdFE Af1C11o� wow Strands a t�"�f Jack" 0O u' Tubing Fl�ada pw Feet 1 0217 in' 58.6 kips 46.9 kips 352 kips Y nom. C4.6 0.74 Ibs 140 mm'1 261 kN 209 kN 157 kN 3.5'00 0.34 k 0.434 in' 117 kips 93.8 k,ps 70.4 kips 3'nom. t.48 Ibs 2 280 mrre 522 kN 418 kN 314 kN 3.5'DO C4,8 0.87 k 0 651 In' 176 kips 141 kips 106 kips Y nom. 2.22 Ibs ' 420 mm-� 783 kN 627 kN 471 kN 3.5-OD) C4.6 1 01 k 1 0.868 in' 234 kips 188 kips 141 kips 3'nom_ C7.6-Chao 1 2.96 Ibs 4 560 mm' 1 044 kN 836 kN 628 kN 3.5"00 C4.6-Clan 2 1.34 k 5 1.09 1n' 293 kips 235 kips 176 kips 3'nom. C7 6 3.7016s 700 mm' 1305 kH 1045 kN '35 kN 3.5'OD 1.68 k 6 1.30 In' 352 kips 281 kips 211 kips T nom. C76 4.44 Ibs $40 mm° 1566 kN 1254 kN 942 kN 3.5"Dd 2.01 kM 1.52 in' 410 lups 328 kips 246 lops 3'rrom. 5.18 Ibs 7 980 mm' 1827 kN 1463 kN 1099 kN 3.5-00 C7'6 2 35 k 6 1.74 In' 469 kips 375 kips 282 kips 3"nom. C9.6 5.92 Ibs 1120 m 208B kN 1672 kN 1256 kN 3.5"00 2.69 1 95 in' 527 kips 422 kips 317 kips 4'rpm, 6 66 Ibs } 1260 mm' 2349 kN J 1981 kN 1413 kN 4.6"OD) C9 8 3.02 k 10 2.17 Irr' 5861ups 469 kips 352 kips 4"nom. C12.6 T40 IDs 1400 2610 kN 2090 kN 1570 kN 4.6"DO 3.38 Free length, PTI: Ttl leis 15•fr through upper limestone Required taii length: Tt seis 2-ft Hole diameter: A,,,:= 6-in Required band length, PTI: Tbl seis= Treq_an'Fspo = 5 97 ft 3.14•SS-dt Check strand tensile capacity(ASD): CM k„c _ "OK" if 0.75 Tt_s Treq_an "OK" "WARNING" otherwise Anchor total length: Ltotal seis Tf1 seis+ Tbl seis+ Tt seis -22.97 ft Ltotal seis -23 ft