5. A line of levels was run for a proposed sewer line PQ at rat one Civil Engineering Bench Mark (CBM) and ended at another. Levels were taken at20m intervals along the line PQ from P (chainage Om) to Q (chainage 100m). Chainages20m and 60m were used as change points. The following readings in meters werecampus. The line startedrecorded:1.612 (CBM RL =2.676 (CBM RL = 31.40m), where RL refers to the reduced levels of bench marks;32.11m), 2.312, 1.715, 2.091, 1.862, 1.988, 1.957, 1.762, 1.859,(i) Enter the readings in level book form and reduce and check them by Height of Plane ofCollimation method.

The calculations and necessary checks are performed in the table given in the step 2.

5. A line of levels was run for a proposed sewer line PQ at r at one Civil Engineering Bench Mark (CBM) and ended at another. Levels were taken at 20m intervals along the line PQ from P (chainage 0m) to Q (chainage 100m). Chainages 20m and 60m were used as change points. The following readings in meters were recorded: campus. The line started 1.612 (CBM RL = 32.11m), 2.312, 1.715, 2.091, 1.862, 1.988, 1.957, 1.762, 1.859, 2.676 (CBM RL = 31.40m), where RL refers to the reduced levels of bench marks; (i) Enter the readings in level book form and reduce and check them by Height of Plane of Collimation method.

5. A line of levels was run for a proposed sewer line PQ at r at one Civil Engineering Bench Mark (CBM) and ended at another. Levels were taken at 20m intervals along the line PQ from P (chainage 0m) to Q (chainage 100m). Chainages 20m and 60m were used as change points. The following readings in meters were recorded: campus. The line started 1.612 (CBM RL = 32.11m), 2.312, 1.715, 2.091, 1.862, 1.988, 1.957, 1.762, 1.859, 2.676 (CBM RL = 31.40m), where RL refers to the reduced levels of bench marks; (i) Enter the readings in level book form and reduce and check them by Height of Plane of Collimation method.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The fill volume between stations 49+00 and 50+00, in cubic yards, is: (Choose the most correct answer) A3= +해 니 a. 300 b. 623 c. 484 d. 257 e. 538
1. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile (you can use a graphing paper for the plot). STA BS HI FS IFS ELEV BMa TP| 1 + 00 + 25 + 50 + 75 TP2 1.24 234.51 m 1.11 3.40 4.6 2.8 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 + 50 TP3 BM, 3.2 2.8 3.06 2.74 2.40
I was wrong only at yIP and yMAX please provide the 2 correct answers.
Convert 55 mph to ft/sec, and then, to meters/sec. Show all work below.
Route the following upstream inflow hydrograph through a downstream flood control channel using the Muskingum method. The channel reach has a proportionality coefficient of 1.25 hr and a weighting factor of 0.3 Stop routing after completing the 20-hour time step. Time (hr) 1 2 3 4 5 6 6 7 8 9 10 Inflow (cfs) 90 140 208 320 440 550 640 680 690 630 Time (hr) 11 12 13 14 15 16 17 18 19 20 Inflow (cfs) 570 470 390 360 330 250 180 130 100 90
Drainage structure A has an 18" RCP invert at elevation 108.00' at station 18+00 and a uniform slope of -0.5%. What is the invert at drainage structure B at station 20+00? Type your answer 107.00 If the right answer buut dan't how to Kinov
PROBLEM SOLVING Analyze this problem and complete the level note with customary arithmetic check. 8.89 3.46 7.75 1.83 BM No. 4 10.34 1.37 9-7 (H)2.64 TP, 2.178.57 (H) 8.56 [11.14 TP, 1-89 CH) BM No. 3 elevation 441.72 ft
A residential building shall accommodate the following fixtures: 2 bathtub 2 shower, single stall 3 floor drain 2 service sink 3 lavatory 2 water closet Determine the minimum size (mm) of horizontal drainage pipe sloped at 2% that can accommodate the listed fixtures. O 102 O 127 O 152 O 76
2- Fill out the following table and find the flow rate of the river and expain what is the reason of preparing this table for a river (20 p). What is the rating curve? (5 point) Station B с DEF 0.6D ||AW || G H 0.8D 0.2D I K L M 0.6D SETT32 i=1 Station Distance Across Stream(ft) Width (ft) Depth (ft) Velocity (ft/s) Area Discharge 0.2D 0.8D 0.6D (ft2) (cfs) A 0 0 0 0 0 B 15 1.1 0.43 0.28 0.35 UD C 28 2.6 0.61 0.46 0.55 39 3.5 1.54 1.39 1.45 ヨ 48 3.2 1.21 1.06 1.12 F 63 3.1 1.13 0.98 1.05 G 80 3.9 1.52 1.37 1.45 H 95 4.2 2.34 2.19 2.25 | 114 3.3 1.42 1.27 1.37 J 135 2.9 1.34 1.19 1.24 K 156 2.1 1.23 1.08 1.12 L 175 1.4 0.53 0.38 0.44 M 190 0 0 0 0
A Contract for an office building includes the provision of a storage tank. Drawing No Q₁ shows the plan and Section of the proposed storage Tank. Take off quantities for the following work Topsoil excauation b) Basement excavcition Filling to basement excauation and replacement of topsoil around the structure Specifications 1 lapsoil to be excavated over the area of the structure for a width of 4m all around same and deposited 15m away for re use 2 Top soil to be excavated to a depth of 150mm 3 Excavate for basement including filling around the structure 4 and remove surplus soil from site Filling is to be of selected excavated material 5) Filling around the structure with topsoil 150mm depth NB use CES MM4
Q2 For the drainage system of irrigation project, 18 trocars was tested according to the difference between the water level of these trocars and the water level in the main trocar, the results were (cm): 1.0-24 | 25-39 | 40-5.4 | 55-69 | 7.0-84 Difference in _water level cm i s 7 3 2 2 For the previous data find the following: A Median, Mode from the frequency distribution B Sundesd deviaiion B differance In wabes lovel lan i (55 o) .
2- is shown in the rear, left-side, front, and right-side views. a) Height b) O width C) thickness d) Depth Boş bırak, KOnceki 2/20 Sonraki> Карat VSinavı Bitir