Observed BearingsLength(m)ComputedSta InternalAngleAdjusted ValuesCorr InteriorAngleLineForwardВackForwardВackBearingBearingАВ100.00S35°25'40" EN35°25'40" WAВС90.00N72°48'15" ES72°48'15" WВCD48.00N15°00'55" ES15°00'55" WDE60.00S88°25'02" WN88°25'02" EDEF39.94N15°24'47"WS15°24'47"EEFA90.34S71°43'30" WN71°43'30" EF

Answered: Image /qna-images/answer/2ce83b04-e35e-4cc0-866b-42bf23c9a4b7.jpg

Answered: Adjusted Values Corr Interior 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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0 (115) Now 20kip ✓30 З кір 4²E←7.5JG -T F MB = -2835.67 kipft , чокір Hinge 30kip 50kip 264.3 kip 0.67 кір El = 15x10³ tip-ft ² Find: 1.) Axe H A 7.5' 21 ← 5 95kn SP C 20 кір 2.) Right Rotation at E
H.W-1 Calculate the interior angels of the following travers: Line Fore bearing (F.B) AB 130° 14' ВС 50° 20 CD 305° 15' DA 210° 10'
What is the bearing from Instrument A (Instru. A) to the Light post (Point D)? 110°20'35" 1000 E 5000 N Instru. A 335° 30' 45" 145° 30' 45" 65° 30' 45" O225°30' 45" 65°20'25" 1247.114 E 4751.420 N Light post Instru. B N
Due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table below. Length, m Вearing Ø AB Ø BC S 35°25' W Course АВ 63.00 ВС 113.50 CD 45.30 DE 135.83 N 55°33' W EA 13.00 N 2°53' E A. What is the bearing of course AB. B. What is the bearing of course BC.
Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE 2888 AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B с D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
The following bearings were measured at a place where there Example - was a suspicion of local attraction and declination 5 W. Calculate corrected bearings and true bearings of all the lines. LINE ABBCCDDEEA F.B.53°0'139°30'215°15'208°00'318°30' B.B.233°0'317°00'36°30'29°00'138°45'
GIYEN HE FF CHOSS SFCTION NOTES OF XH EXPHWOPKS oN * POLLIH6 TFP BX)W . STX. 5t000 + 1o STX. 5+020 +3' + 1.5 DE DL JTA PASE /WIDTH o4 THE pexD arm d0 SIDE SLOPE 2,5:1 ") Con pute tHz- voLumE of HE tw d STATIONS BY END-X METHO D AL OTI2OM.3 QU Com PU TE Te YOL uME of pismoIDxi c) PMs molexL coppECTION ot CU
Find: 3.) Direct cosines of R 4.) The three angles of R
Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436…
Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436…
Surveying
A road is 12m wide a transit was set up at point A a stadia rod was setup at point C where it has a bearing of N 30deg E a stadia rod was again setup at point B where the rod reading is N35 deg E. a)What is the length of line AB b) If point C is sighted and it has a vertical angle elevation of -30degrees and point A has an elevation of 100MASL what is the elevation of point C B 12M

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