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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- 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 40li, 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 >Calculate 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.
- 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() AreaGeometric 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''Problem II. For fiqure shown below, -20 40.50 2a/3 0.5a a. Determine the coordinates of the centroid
- 4. Find coordinate of H and I in Figure 4.1. NB BEB ΝΑ EA A ANS (Area ABDE)/3, H Station N,m. A B 2(Area ABDE)/3 E NE EE 195.000 155.700 100.250 68.500 ND D ED NOT TRUE SCALE Figure 4.1 Working area E,m. 61.750 100.500 148.000 100.000Please give the details of how to calculate the station of BVC and the EVC especialy the L/2. how do you convert the number to terms of stations, what's is the rule ? is there a diference of calculatind it in meter or in feet ?1 4:48 0.00 A 4G 47 KB/s PROBLEM From the accompanying tabulation of a four-sided lot. Length (m) Bearing N 25° E Line AB ? ВС 250m Due East CD S 32° W DA 350m Due West Compute the area of the lot in hectares. Your answer Find the length of the dividing line EF that is parallel to DA, which will divided the lot into two equal areas. Your answer Determine the distance of one end of the dividing line, E, from corner A along line AB. Your answer 2 II