Solve for the unknown values in table 3 and 4 in handwriting. Thanks. of the £ourthe length ofMEASUREMBNTS. Foreachtraverses3. OMITTEDgiven in the accompanying tabulations ,side and the bearing (or azimuth) of an adjoining sideunknown. Determine these unknown quantities.oneazeDISTANCEAZIMUTHLENGTHCOURSESIDEBEARING( m)IFROM SOUTH(m)的2.50248.78ABDue EostUnknowa,75°00'{-2269.90$89°26'ES27° 43'W2-3Unknown199.88CDUnknown,225 24297 26'274.76DE220.42UmiknownEA443.49N40°08'w245.64LENGTHDISTANCEAZIMUTHSIDEBEARINGLINE(m)(m)FROM NORTH334 27'NO9°30'wN55 * 06'W$57 35'Ws04 05'EAB413.60UnknewnBC304.38955.00Unknownro5 30'193° 44'250°05'CD407.21,594.72DEUnknown874.23E A649.63Unknown7|1.50

Given : Table-3 : Side Length, L (m) Bearing, θ Lattitude, Lcosθ Departure,…

3. OMITTED MEASUREMENTS. For given side and the bearing (or azinuth) of an adjoining side unknown. Determine these unknown quantities. each of the four traverses in the accompanying tabulations, the length of one aze LENGTH DISTANCE ( m) AZIMUTH SIDE BEARING COURSE (m) FROM SOUUTH 382.50 248.78 {-2 269.90 Unknowa AB Due Eest $88°26'E s27° 43'w 2-3 Unknewn 75°00' 199.88 CD Unknown, 225°24 297°26' 274.76 DE 220.42 Unisaown 5 -- ! EA 443.49 N40°08'w 245.84 LENGTH DISTANCE AZIMUTH SIDE BEARING LINE (m) (m) FROM NORTH 334°27' NO9 30'w N55 *06'w $57 35'w so4°05'E AB 413.60 |- 2 Unkaown BC 304.38 Unknown 2- 3 3- 4 955.95 ro5 30' 193° 44' 250°05' CD 407.21 594.72 DE Unknown 4- 5 874.23 E A 649.63 Unknown 5 - ! 711.50

3. OMITTED MEASUREMENTS. For given side and the bearing (or azinuth) of an adjoining side unknown. Determine these unknown quantities. each of the four traverses in the accompanying tabulations, the length of one aze LENGTH DISTANCE ( m) AZIMUTH SIDE BEARING COURSE (m) FROM SOUUTH 382.50 248.78 {-2 269.90 Unknowa AB Due Eest $88°26'E s27° 43'w 2-3 Unknewn 75°00' 199.88 CD Unknown, 225°24 297°26' 274.76 DE 220.42 Unisaown 5 -- ! EA 443.49 N40°08'w 245.84 LENGTH DISTANCE AZIMUTH SIDE BEARING LINE (m) (m) FROM NORTH 334°27' NO9 30'w N55 *06'w $57 35'w so4°05'E AB 413.60 |- 2 Unkaown BC 304.38 Unknown 2- 3 3- 4 955.95 ro5 30' 193° 44' 250°05' CD 407.21 594.72 DE Unknown 4- 5 874.23 E A 649.63 Unknown 5 - ! 711.50

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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