Dest. Auto Bus Shopping area (sq ft) Quality time time 1 12 20 1000 2 30 40 2100 8 10 Auto constant 0.3 Travel time -0.3 Space (per 100 sq ft) 0.6 Quality 0.05
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A separate trip generation analysis has predicted 800 peak-hour trips for grocery shopping in this area. Given two possible stores, distribute these trips among stores and auto or bus mode.
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- Ea-300 200 4S 30k 30 930 ニ 400MS X- E = ? Ego? Y ? e E,=? Eq=? Bq=?Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied point Target point H F G Occupied point Target point A G 00 01 40 H F 63 59 20 H Determi Suminita 1004-079.077.00 4454 7. Our Daf Dr Ahmed Ahlbefin A 10 01 40 81 59 50 B 190 02 00 260 00 40 Left hand face B 179 59 00 243 59 40 A 190 02 20 261 52 40 Right hand face A 180 00 40 243 59 20 F B 10 01 20 82 00 20 G B 00 01 40 64 00 40Can you please explain how this is calulated?
- li, 3 1. docs.google.com/forms, O امتخان یومی TS-۷۔ 2021 * مطلوب قسم بلا عنوان 1 äbäi From the solving the equation logx 4 we have x equal 16 2ln4 4In2 هذا هو سؤال مطلوب صفحة 8 من 15 خلف التالي .لا ترسل كلمات السر عبر نماذج جوجل تم إنشاء هذا النموذج داخل جامعة الموصل. بلغ عن سوء معاملة II >Geometric space, i need solutions in 15 minutes please. MCQ/ If Ø = 0.987643 rad. Find Ø in degrees. A-56º 35' 16'' B-45º 42' 16'' C-52º 04' 26'' D-54º 30' 16'' E-35º 25' 25'' F-65º 25' 13''COMPLETE SOLUTIONS AND PUT THE ANSWERS IN THE TABLE, SURVERYING
- BALANCE THE TRAVERSE BY TRANSIT RULE AND COMPUTE THE AREA BY DMD METHOD Corr'n Corr'n Distance Line Bearing Latitude Departure Corrected Latitude DMD Corrected Departure Lat Dep Double deg min 1 2 s 23 37E 113.35 2 3 s 25 56 w 93.32 3 4 s 87 25 w 172.92 4 5 N 55 46 w 165.88 5 6 N 51 59E 184.89 6 1 s 85 51E 160 S() E (+) S(-) N(*) W(-) N (*) E (+) W() AreaThe value of A is Blank 1 meters D ... ROADWORK AHEAD 80 60 Direction of Travel Work Area PREPARE 80 60 то 2D D STOP D A B C ROADWORK AHEADCalculate the total volume (m3) from Station A to B if the following cross sections were provided: Station A (10+142.07) Distance (m) 10 20 45 50 55 60 80 100 Offset 71 11.2 15.37 8.2 15.15 12.09 15.3 15 9.94 (m) Station B (10+198.6) Distance 15 30 45 65 85 90 95 100 Ofser 8.2 14.03 21.91 16.9 20 19.94 11/15 10.89 6.1 0 Use Tapezoidal Rule in solving the area of the cross section.