Q2/ Compute the Ground level of the points for the following readings:Points Station B.S I.S F.S H.I#11.452A3B4с5D6 EFGH10 I11 J12 K7898234513 L14 MΙΣΖ15 N0.0204060801001201401601802002202402600.893.012.842.682.552.150.951.121.321.511.721.831.951.132.13G.L m50RemarksB.MStartT.P.1End

Answered: Image /qna-images/answer/f0765730-5147-4c87-81e6-8e6fb4a7b6f9.jpg

Q2/ Compute the Ground level of the points for the following readings: Points Station B.S I.S F.S H.I # 1 1.45 2 A 3 B 4 C 5 D 6 E F G H 10 I 11 J 789 2345 12 K 13 L 14 M ΣΖ 15 N 0.0 20 40 60 80 100 120 140 160 180 200 220 240 260 0.89 3.01 2.84 2.68 2.55 2.15 0.95 1.12 1.32 1.51 1.72 1.83 1.95 1.13 2.13 G.L m 50 Remarks B.M Start T.P.1 End

Q2/ Compute the Ground level of the points for the following readings: Points Station B.S I.S F.S H.I # 1 1.45 2 A 3 B 4 C 5 D 6 E F G H 10 I 11 J 789 2345 12 K 13 L 14 M ΣΖ 15 N 0.0 20 40 60 80 100 120 140 160 180 200 220 240 260 0.89 3.01 2.84 2.68 2.55 2.15 0.95 1.12 1.32 1.51 1.72 1.83 1.95 1.13 2.13 G.L m 50 Remarks B.M Start T.P.1 End

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

Solve the following problems completely using Double Integration Method, Area moment method and Conjugate beam method for each problem. Round off your answers to 3 decimal places. Problem 1 w а. RA b. MA A B C. RB L Problem 2 10 kN/m a. Location of Amax from A b. Amax A В 10 m.
QUESTION 4 Table Q4 shows the booking of levelling fieldwork conducted during light rain. It was later found out that some of the readings are illegible due to the rain water. Complete the booking and perform all checks. Table Q4 BS IS FS HPC RL Remarks ? 20.662 18.569 TBM 1 RL 18.569 2.010 ? ? 18.645 3.467 0.418 20.244 C (CP) 3.053 ? D E TBM 2 RL 22.968 1.467 22.243 22.959 !! IMPORTANT ! SAVE THIS QUESTION PAPER (SHADED AREA) IN PDF AND SUBMIT IT TO THE E-LEARNING WEBSITE
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
Determine the y-coordinate of the centroid of the shaded area. y 0.25h 69° 69° Answer:y = i h Save for Later Attempts: 2 of 3 used Submit Answer
oil 3 сm 9 cm 6.4 cm water www Temperature Density Dynamic Kinematic Surface Vapor Viscosity Viscosity Tension Pressure °C Kg/m3 Ns /m? m?/s N/m N/m? abs. 999.9 1.792x10-3 1.792x10-6 0.0762 610 1000 1.519x10-3 1.51x10-6 0.0754 872 10 999.7 1.308x10-3 1.308x10-6 0.0748 1130 15 999.1 1.14x10-3 1.141x10-5 0.0741 1600 20 998.2 1.005x10-3 1.007x10-6 0.0736 2340 30 995.7 8.01x10-4 8.04x10-7 0.0718 4240 40 992.2 6.56x10-4 6.61x10-7 0.0701 7380 50 988.1 5.49x10-4 5.56x10-7 0.0682 12,300 60 983.2 4.69x10-4 4.77x10-7 0.0668 19,900 70 977.8 4.09x10-4 4.15x10-7 0.0650 31,200 80 971.8 3.57x10-4 3.67x10-7 0.0630 47,300 90 965.3 3.17x10-4 3.28x10-7 0.0612 70,100 100 958.4 2.84x10-4 2.96x10-7 0.0594 101,300 Given: The temperature of the distilled water is taken to be 26° C. Use interpolation in getting the density of water. Solve: Compute the specific gravity of oil based on the experiment.
Q.1 A line of level is run from B.M .1 (elevation=102.00m) to B.M. 2(elevation=106.00m). The field observations were recorded as given below: Station В. S I.S F. S Remarks 1 1.95 В.М. 1 2 0.65 2.60 1.45 4 -1.90 -1.60 5 0.55 6 0.50 В.М. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.
Problem ABC. Five measurements were made to determine the lenght of a line and recorded as follows: 350.33, 350.22, 350.30, 350.27, and 350.30 meters. The most probable value of the lenght measured was. answer: 350.28 now, On Problem ABC. What will be the residual of the second measurement choices: a. -0.06, b. 0.06, c. -0.02, d. 0.02 -On Problem ABC. What will be the value of probable error of the mean choices: a. 0.08, b. 0.094, c. .085, d. 0.095
1500 16 1500 16 153016 28o e ol to ee nm oideshun 12 40006 300016 4000 IL Determine th- Force in member AB, AC, BL, BD and CD
The beam in Figure 3 is subject to a point load F. The length A is 0.75m, and the length B is 1.39m, The beam is rectangular having a cross-sectional width of 39mm, and a depth of 8mm, and a Young's modulus of 209GPA. Figure 3. F A B The point load is 52N The Factor of Safety for the component is 1.53. Determine the maximum shear force (Answer in N only). Determine the maximum bending moment (Answer in Nmm only). Determine the maximum axial stresson the top surface of the beam (MPa). Determine the maximum axial strain in the beam (strain). Determine the the minimum yield stress (MPa) based on the FOS.
Q.2. A distance AB is observed repeatedly using the same equipment and procedures, and the results, in meters, are listed. 65.401; 65.400; 65.402; 65.396; 65.406; 65.401; 65.396; 65.401; 65.405; 65.404; 65.398 and 65.408 d} Determine the 90% error limits and list the percentage of values that fall within this range, e) Determine the 95% error limits and list the percentage of values that fall within this range. 1
a. 85.11 kips b. 11.85 kips c. 29.18 kips d. 66.29 kips e. 26.66 kips f. 18.29 kips g. 18.18 kips h. 25.91 kips Please help me with homework, and solutions thanks
Engineering MechanicsChoices:DF:243.31 N (C)243.31 N (T)233.31 N (C)233.31 N (T)EF:134.16 N (C)134.16 N (T)154.16 N (C)154.16 N (T)EG:360 N (C)360 N (T)320 N (C)320 N (T)