Show complete solution.Round off answers to 2 decimal places.Do not forget to include the units.Determine area using DPD Method.BAB = N 26.57° EBBC = S 71.57° EBCD = S 45° WBDA = N 51.34° WB9.30 m6.58 mA9.71 m6.28 mD

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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▾ Part A What is the area of the rectangular field whose dimensions are 248.03 ± 0.05 ft by 200.79 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) S = Submit Part B 1 ΑΣΦ Η vec ? What is the estimated error of the area of the rectangular field in Part A? Express your answer in feet squared to four significant figures. ▸ View Available Hint(s) Eprod = Submit Part C ΜΕ ΑΣΦ 艹 vec ft² ? ft² What is the area of the rectangular field whose dimensions are 221.59 ± 0.02 ft by 444.84 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) ΜΕ ΑΣΦ vec S = Submit Part D ? ft² What is the estimated error of the area of the rectangular field in Part C? Express your answer in feet squared to four significant figures. View Available Hint(s) ΜΕ ΑΣΦ vec Eprod = SUDmit ft2
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Given the area of STA 1 + 260 is 140.55 sq.m., and the area of STA 1 + 300 is 143.48 sq.m. Find the volume of earth material for backfill by Prismoidal formula. Kindly put the complete solutions. a) 5681.60 cu.mb) 5680.73 cu.mc) 5680.60 cu.md) 5680.60 cu.m
1. Complete the differential level notes shown below and perform the customary arithmetic check. BS HI FS ELEVATION STA 2.085 ВМ 10 ТР 1 2.015 0.982 TP 2 1.864 1.428 0.579 1.527 ТР 3 ВМ 11 0.423 2.423 TP 4 1.446 1.807 ТР 5 ТР 6 1.778 1.725 2.051 2.339
RISE AND FALL LEVELLING Reduce the following reading using rise and fall method. Point BS IS FS Rise Fall RL Corr. Adjusted FINAL Height HEIGHT + BM5 10 1,528 1,354 1546,915 1546,915 1,145 11 0,967 1,025 0,814 0,541 12 13 1,462 14 1,324 0,822 15 1,278 1,541 1,298 0,985 16 BM3 1,458 1550,00 1550,00
Q: Find the distance x in fig below, use the common intensity method as (i= 1200/1+90) x 150 m Sewer 1 Sewer 2 Sewer 3 50 m B Percent Slope Area A 0.44 0.5 B 0.35 2 Sewer D (mm) 1 290 2 410 3 600 0.8 Distance (m) 140 80 d/D 0.3 0.6 V full m/s 1.8 2 1.6
2. During the measurement at the sides of the slope, the data was recorded into three bays, the following information (Table 1.0) was obtained: Table 1.0 Difference in Tension (N) Temperature (°C) Bay Measured Length (m) level between end (m) 1 25.842 19 +0.285 150 27.365 18 -0.236 120 3 21.645 21 -0.239 160 The 30 meter tape used has a mass of 0.400 N/m and a cross-sectional area of 3.00 mm?. It was standardised on the flat at 20 °C under a pull of 100 N, the actual length was 29.995 m during the measuring works. The coefficient of linear expension for the materials of the tape us 0.000015 / °C and Young's Modulus is 20.5 x 104 MN/m?. Calculate the absolute length of survey line in 3 decimal point. Slope correction = -v² 2s Sagging correction = - w²L³ 24P? Tension correction = (P – Ps) EL AE Temperature correction = a (T-Ts) (L)
In determining the volume of water impounded in a reservoir by the contour-area method, a planimeter is used on a map of scale (1/2,400 ). areas in square inches on the map between the lower contour line 1 and the higher contour line 4 were determined in the table below Contour interval on the map is: 9 ft. Compute the reservoir water volume in the unit (Acre-foot). Round your answer to 2 decimals. Area Contour Square inch area (Acre) Volume (Acre-ft) Contour line 1 (Low) 4 Contour line 2 contour line 4 8. Contour line 4 (High) 10
what is the total area? use DMD method
determine and draw the baseline using: a. straight line method b. fixed based method using N=5 c. variable slope method
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Show complete solution. Round off answers to 2 decimal places. Do not forget to include the units. Determine area using DPD Method. BAB = N 26.57° E BBC = S 71.57° E BCD = S 45° W BDA = N 51.34° W B 9.30 m 6.58 m A 9.71 m 6.28 m D