17 only, please show solution, thanks TeamsEdit ViewWindowHelpQ Searchvity#7 Engr's Transit and TheodoliteHomeInsertDrawViewHelpOpen in Desktop AppTell me what you wanV 20ニニー...16.recorded87 43 33", 4Thehorizontal anglesfollows: e = 17° 30 10", 2= 103 10 24", , = 48° 50'44", and 80 27'about point P were measured andas= 22 18'02", 3 =01".86IPThe horizon misclOsure isa) +0°00'06"b) +0° 06'00"c) -0 00'04"d) -0 00'06"e) -0 06'04"78 Q Searchivity#7 Engr's Transit and TheodoliteHomeInsertDrawViewHelpOpen in Desktop AppO Tell me what you waA vEv E-V 20...8686The horizon misclosure isa) +0°00'06"b) +0° 06'00"c) -0 00'04"d) -0 00'06"e) -0 06'04"17. In Question 16, assuming that the error is thefor each angle, the sum of the adjusted values of the firstthree 1isted angles issamed) 127 31 46"e) 127 31'48"a) 127 31 '35"b) 127 31'42"c) 127 31'41"adtomaasure a horizontal angle78MacBook Pro

Answered: Image /qna-images/answer/be9a7f4a-83d3-4992-9b5b-cdafea46ad39.jpg

86 The horizon misclosure is a) +0°00'06" b) +0° 06'00" c) -0 00'04" d) -0°00'06" e) -0°06'04" In Question 16, assuming that the error is the same for each angle, the sum of the adjusted values of the first three 1isted angles is 17. d) 127 31 46" e) 127 31 48 a) 127 31 '35" b) 127 31'42" "4l י 31*127 (c bor izontal angle

86 The horizon misclosure is a) +0°00'06" b) +0° 06'00" c) -0 00'04" d) -0°00'06" e) -0°06'04" In Question 16, assuming that the error is the same for each angle, the sum of the adjusted values of the first three 1isted angles is 17. d) 127 31 46" e) 127 31 48 a) 127 31 '35" b) 127 31'42" "4l י 31*127 (c bor izontal angle

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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Question2 Course LAT DEP DMD 2A 172.5 11.5 12.55 AB 15 11.5 BC 16.75 33.55 595.4625 CD -20.45 27.65 -815.675 DE -5.75 -13.25 -6.05 34.7875 EA 3.50 -9.65 -33.775 a. What is the length of course CD, express in 2 decimal places b. What is the departure of course EA, express in 2 decimal places c. What is the area of the traverse, express in 2 decimal places. Do not include negative sign
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
(a) Briefly explain the main reason the used of transition curves, how the transition curve is used in road geometry design and the purpose of super-elevation in combine road curve design. Q3. (b) Two straights, Al and IB, whose bearings are DDD° AI' Al" and DDD° IB' IB" respectively intersect at point I, are to be connected by a combined curve. The chainage of point / is CCCC m, while the design speed and radius have been fixed at 90 km/h and 550 m respectively. Adopting a rate of change of acceleration of 0.3 m/s. As a civil engineer have been assign to do a trial analysis of the proposed design of horizontal combine curve (T1, T2, T3 and T4) and prepared road curve setting-out data (T1 to T2, T2 to T3, T3 to T4) at 20 m intervals using deflection angle and chord distance method. (c) By adopting the coordinate of intersection point / as (YYYY N, XXXX E). Calculate the coordinate of tangent point for T1, T2, T3 and T4.
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)
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
30 Y 15 イ3 4 4や 70KN 450 l00 KN えトy=? 7 Fx = ? %3D RF = ? 中=? 250
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. THE TOPIC IS ABOUT OMITTTED MEASUREMENT II-VII. kindly please be accurate with the answer, thank you.
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388565.277 -350.184605.780 -564.112-205.360 -50.882-965.697 Express all answer unitless and with 3 decimals for A to J No new data to sav
1 7:46 0.60 4G 49 KB/s 2 A surveying transcript of a closed traverse is defined by the vertices ABCDEFGHIJKL. Engr. Pot is performing Double Meridian Distance Method in order to compute the area of the traverse. Midway in his work, his nephew Ashton accidentally spilled Engr. Pots' coffee onto the notes. Engr. Pot decided to rewrite the data, only to find out that the DMD of the lines CD and DE are unreadable. He figures that he can just solve for the missing data knowing that the DMD of line DE is twice the DMD of the previous line CD. If the departure of line CD is -124.25 and that of line DE is 301.965, determine the DMD of line DE. Your answer A lot has a frontage along a road. The 2 II
tem 6 4 Part A What error results on a 200-ft sight with a level if the rod reading is 10.307 ft but the top of the 12-ft rod is 0.40 ft out of plumb? Express your answer in feet to three significant figures. error = 石 Ο ΑΣΦ IT vec -> 0 ? Submit Request Answer Provide Feedback ft
Q10/ If you have the following records listed in the table below: Find the area of the traverse (ABCD)? Mem. St. A B с D A AB BC CD DA AX 60 ? -60 ? ΔΥ ? 50 -60 -70 DMD ? 50 ? -70 DMD * AY 4800 ? ? ?
FIND CENTROID (C.G.) FIND Ix WI2X40 WIZX40 Ix= 307 im" A- 11.7 in 307 int WT 6X20 A-5.84m エx14.イm 1.09 im. WIZX40 とWTGX20 21 の