+ 781 Practical part: Q1) The following angles and distance were measured in the closed loop traverse bat (ABCDEFA),Draw the traversing shape with angles and Calculate the Correcti per Angles and compare the results with the specifications. Station ℗ A 2 B MD 36 E 6 F Side AB BC CD DE EF FA "/ Angle 47°59'40" 248°08'50" 85°16'33" 87°48'58" 126°39'35" 124°07'56"

+ 781 Practical part: Q1) The following angles and distance were measured in the closed loop traverse bat (ABCDEFA),Draw the traversing shape with angles and Calculate the Correcti per Angles and compare the results with the specifications. Station ℗ A 2 B MD 36 E 6 F Side AB BC CD DE EF FA "/ Angle 47°59'40" 248°08'50" 85°16'33" 87°48'58" 126°39'35" 124°07'56"

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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Practical part: Q1) The following angles and distance were measured in the closed loop traverse bar (ABCDEFA), Draw the traversing shape with angles and Calculate the Correction per Angles and compare the results with the specifications. 2 Station A B C BD E F Side AB BC CD DE EF 231 FA Angle 47°59'40" 248 08'50" 85 16 33 87 48'58" 126°39'35" 124°07'56"
Practical part: Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. S Station A B C D E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01* 97°39'53" 137°05'60" 118°16'50" 115°43'35" 12698 57 1 115.73 71983
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
2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL STADIA ELEV(m) INTERVAL ANGLE ROD RDG| INTERVAL ANGLE ROD RDG (-)15°º45' (-)18°10' A 1.75 2.1 425.15 (+)12º48' (-)9°18" ТР-1 2.15 1.92 1.55 1.58 В 3.2 1.65 The instrument used was a transit w/ an internal focusing telescope and a stadia interval factor of 98,and all linear measurements are in meters.Determine: a)the difference in elevation between station A and the turning point b)the elevation of TP-1 c)the elevation of station B d)the difference in elevation between sta. A and sta. B
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 (
7.) CALCULATE THE INTERIOR ANGLE (DEG, MIN. SSC. FORMAT.) 185° 53' 3" 35N 17°22'41" W 59 60 300 00 17° 2241 342° 37' 19" 341 342° 3/4 156° 44' 185° 531 60 1ql1 3" 1 185° 180 D S23°15'44"E 179 S // sa du 23° 15' 44" 156° 44' 16" 011 €0
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FOR A GIVEN TRAVERSE. SUPPLY THE TABLE WITH THE MISSING DATA AND ANSWER THE QUESTION BELOW: LINES ADJ. LATITUDE ADJ. DEPARTURE DMD АВ +16.37 +5.96 BC +6.92 +17.12 CD -20.77 +8.39 DE -9.65 -8.10 EF -4.79 -9.01 FA +11.92 -14.36 A. SUMMATION OF POSITIVE DOUBLE AREAS(round to 2 decimal places) B. SUMMATION OF NEGATIVE DOUBLE AREAS (round to 2 decimal places) C. SUMMATION OF DOUBLE AREAS round to 2 decimal places) D. AREA OF THE TRAVERSE: round to 2 decimal places)