for a closed traverse is as follows:

Structural Analysis
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Chapter2: Loads On Structures
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Q 48 The following Easting and Northing
for a closed traverse is as follows:
Station X (Easting) Y (Northing)
1
0
0
2
52
55
3
106
113
4
162
174
5
220
238
6
280
305
7
342
375
8
406
448
9
472
524
10
540
603
11
610
685
12
682
770
13
756
858
14
832
949
15
910
1043
16
990
1140
17
1072
1240
18
1156
1343
19
1242
1449
20
1330
1558
21
1420
1670
22
1512
1785
23
1606
1903
24
1702
2024
25
1800
2148
26
1900
2119
27
2002
2087
28
2106
2052
29
2212
2014
30
2320
1973
31
2430
1929
32
2542
1882
33
2656
1832
34
2772
1779
35
2890
1723
36
3010
1664
37
3132
1602
38
3256
1537
39
3382
1469
40
3510
1398
41
3640
1324
42
3772
1247
43
3906
1167
44
4042
1084
45
4180
998
46
4320
909
47
4462
817
48
4606
722
49
4752
624
50
0
0
Calculate the area of closed traverse
Transcribed Image Text:Q 48 The following Easting and Northing for a closed traverse is as follows: Station X (Easting) Y (Northing) 1 0 0 2 52 55 3 106 113 4 162 174 5 220 238 6 280 305 7 342 375 8 406 448 9 472 524 10 540 603 11 610 685 12 682 770 13 756 858 14 832 949 15 910 1043 16 990 1140 17 1072 1240 18 1156 1343 19 1242 1449 20 1330 1558 21 1420 1670 22 1512 1785 23 1606 1903 24 1702 2024 25 1800 2148 26 1900 2119 27 2002 2087 28 2106 2052 29 2212 2014 30 2320 1973 31 2430 1929 32 2542 1882 33 2656 1832 34 2772 1779 35 2890 1723 36 3010 1664 37 3132 1602 38 3256 1537 39 3382 1469 40 3510 1398 41 3640 1324 42 3772 1247 43 3906 1167 44 4042 1084 45 4180 998 46 4320 909 47 4462 817 48 4606 722 49 4752 624 50 0 0 Calculate the area of closed traverse
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