10.15 RANTE Use the data in the figures to fill in the following blanks. A1010 110 Strip Feetings 2110 Breg, solcat 3751

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10 15 Rante Use The Data In The Figures To Fill In The Following Blanks A1010 110 Strip Feetings 2110 Breg Solcat 3751 1 (237 KiB) Viewed 55 times

10.15 RANTE Use the data in the figures to fill in the following blanks. A1010 110 Strip Feetings 2110 Breg, solcat 37510 views on ke 2 230 Load 1915. 31. delen F Los 511, 3520"vdex 12 de sro el 27700 Lead 11.1 KLF, sal capacity. 2012 desert 20 La Usal capacity 337 de x 1 port um 3100 Load 48 CF, sol capacity KSF 12" wide x 12 Land9360,5l rely 38, 43 dexo 3:00 Lsxd 36.4 KLF, solly GKSF, 40' wide x 12 dpi 20 Lada SF, 43' ide x 12 cop, 2012 Load 221F, GST, 'wide x 12'. 4130 Lol S3, XI. Lod 25. sic 65,56 vide x 12'de Load LOTUS EST, 4WVdes, and 330 Load 22, GiSF, wid, 16 deere 4930 Lod116 RAW VODU 5000 Load 256 KLF, salpacity Sweden, Load ISUUS.IS, dext deep, Loud 29.3 KU, SF, 6wdex, Low 15 Lax'et 20 deeg, SD Los 33 LT, solly69.72 de 20 deep, red B LE13, aşa y JETS WITH 6200 0.3 UCIS, 821"des, ref LOL..Wex cap, Lad 44 L sl pechy KST 98 WX2 COST PERLE IT THE TN TOTAL 7.90 1156 1975 13 23.15 18.00 25 IRID 250 43.60 22 51 49 23 29 28 20 25 29.50 HO 3050 3830 64 34 614 36 37.50 73.50 31 3 7259 3750 3.50 42 EVE 44 55 99 28 44 47 64.50 2 1 67.50 36 6650 1520 90.50 74 173.50 95 7030 104 76 Steel Columns TYPE UNSUPPORTED HEIGHT FTI ID A B 090 B1010 208 LOLD KIPS) 1030 25 1020 1010 1050 1080 1108 1120 2221 1220 12 1260 1280 1300 1320 WEIGHT IP.L.F. 12 7.58 15 687 15 8.15 20 26 10.79 36 11.97 36 1192 64 SIZE JUN. 4 3 31/2 3 3 3 433 499 5 5 4 512 5 5 COST PER V.L.F. MAT. INST. TOTAL 2152 1:25 135) 1..25 1660 11.25 2789 1232 11 23 2333 16 11.25 23 146 1125 256 19.15 3040 113 D E F G A B C U E F 3 20 334 23 17.50 25 19.85 26.0 1965 38.50 840 800 1.40 8.40 8.40 46.2 50' 50 1. In the strip footing system, load -6.8KLF, soil capacity - 3ksf, 32" wide x 12' deep, with reinforced concrete, the unit price for this assembly is The total project cost is 2. Nine steel columns will be placed above the strip footing system with height of 10', if the weight of the column should not exceed 10 pif, the available options include the lowest possible total cost is