N Rod ++ 50 1+50 1+75 2.6 Complete the set of differential leveling notes in Table 2-5, and perform the arithmetic 2.5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing all elevations, show the arithmetic check and the resulting error in closure. check. 5.11 4.66 3.98 1.20 1.80 TP 2 4.42 4.30 2.01 Known Elevation is 402.78 4.72 TP 1 BM 61 Elevation = %3D 396.74 FIGURE 2-34 5-35 ()

N Rod ++ 50 1+50 1+75 2.6 Complete the set of differential leveling notes in Table 2-5, and perform the arithmetic 2.5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing all elevations, show the arithmetic check and the resulting error in closure. check. 5.11 4.66 3.98 1.20 1.80 TP 2 4.42 4.30 2.01 Known Elevation is 402.78 4.72 TP 1 BM 61 Elevation = %3D 396.74 FIGURE 2-34 5-35 ()

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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traverse ADJUSTMENT. Trace accurately the 15. GRAPHICAL plotted below and perform the required graphical adjustment to close the traverse. The correction triangle must also be portrayed. error of closure d2 D.
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
2. Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 S 73.45E N 18.19E 2-3 3-4 4-5 146.3536 164.868 S74.21E S 19.71 W S81.90 W N 52.88 W 5-6 6-7 194.7219 7-1 96.3024
Read the question carefully and give me right solution according to the question. Urgenttttttttt please Given angle are 47o
INSTRUCTIONS: 1. Given below are the field notes (in meters) of a profile leveling work. 2. Construct the level notes, indicate elevation and show arithmetic check computation. Station BS HI FS Elevati Remarks on BM1 1.56 571.00 569.44 Benchmark Along profile line Along profile line Along profile line Along profile line Along profile line x-top of the rock Along profile line Along profile line Along profile line Along profile line Along profile line Along profile line Along profile line Along profile line Along profile line Along profile line Top of concrete pavement Along profile line Along profile line 1+000 1+100 1+200 5.67 2.00 3.40 1+300 1+400 TP1 3.00 6.70 8.00 3.0 566.00 1+500 1+600 3.00 1+700 1+800 1+900 4.10 5.40 7.00 5.00 3.50 2+000 2+100 2+200 2+300 2+400 2.80 2.00 0.60 0.80 2.10 ТР2 6.10 570.00 2+500 2+600 1.72 2.78
AS3. NO4. DATA ANALYSIS
Please answer the problem attached image. Hint: a) pa= 1702.59kn,Pu=2558.99kn b) Pa=3219.15kn,Pu=4838.38kn c) Pa=4306.61kn, Pu=6472.83kn
Q" shape of flaverse & close Bopen open Traverse typesy=- free open traverse 22-Districted • Pentyaverse Ex: N am F-BABE ||| B 17+55 m) = A = 268 08 Hő B = 273° 55' 40" C= 18° of 40" D = 301⁰ 36 20 O E = 1h6 20 L 17.35m с جمع EQ 26 20 N 13.79m E Scanned with CamScanner
1Q is 18 7T is 72
b. Label the plot of the profile accordingly. The stationings, elevations, and horizontal and vertical scales must be indicated. Station BS HI FS IFS ELEV Remarks ВМа 0.95 500.95 500.00 Lamp post 10 +00 0.25 500.70 +10 0.44 500.51 ТР1 3.13 503.44 0.64 500.31 20+00 0.75 502.69 +10 0.89 502.55 +20 0.96 502.48 ТР2 2.16 504.32 1.28 502.16 30 +10 0.90 503.42 +20 1.10 503.22 BMb 1.00 503.32
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
11:23 File Details Spr23_ENGR-135_33450 Engineering... Problem 2 Complete 5.18 from the course text. 5/18 Determine the x-coordinate of the centroid of the shaded area. Hint: Problem 3 y 2a ◄ Previous Dashboard 0 2 Problem 5/18 • Use polar coordinates. • Can either use a differential strip (be careful about centroid coordinates) so that you integrate once from 0 = 0 to 0 = π/2 or integrate twice along r and then 0. r = k₁+k₂0 • Notice there is a relationship between k₁, k2 and a given that r = a at 0 = 0 and r = 2a at 0 = π/2. 000 000 Calendar 3 D 4 To Do Notifications Next ► Inbox (