complete the table by looking for the computed magnetic bearing and adjusted magnetic bearing 23Pg UpPg DnLineLengthObrenved magnetic azimuthComputed magnetic beaningFonwardBackwardForwardBackwardF3F2A1BF1llm45°845°W@BClom3145°APgU2CDE1am97°QW51lm303°A Sck七F10m561End207°X FGlom33"ZhiftInsAdjusted magnetic bearingFnComputed magntic beamngFonwardBackwardFonwardBackwardN47ES45°W

Answered: Image /qna-images/answer/926019e7-98f7-4d91-9f73-ae88405cdc93.jpg

Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward Backward F3 Foward AB llm 45° N47°E 845°W BC lom 1450 8 PgL e CD lam 서구 97° DE 1l m I19° 303° EF 10m 56 2 1 End X FG lom 33" 2070 Ins Computed magnctic beanng Adjusted mognetfic beaning Backward Fonward Backward S45 W Fonward N47E

Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward Backward F3 Foward AB llm 45° N47°E 845°W BC lom 1450 8 PgL e CD lam 서구 97° DE 1l m I19° 303° EF 10m 56 2 1 End X FG lom 33" 2070 Ins Computed magnctic beanng Adjusted mognetfic beaning Backward Fonward Backward S45 W Fonward N47E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find allowablee ) (m) So thut 65+ S140 MP•, 6ü ç lOmpa 50 KN 12 mm 12 kN Y mm 250 mm 下50 150
Q Determne whether the マン is in statie Corditon Body moving I Maz a3 m%=D30 or プフTt 1.2m Az/ Determine the Coordinates of the Centroid. 12 12 Hole 18"
g 3wrgeag sdfg 4 56y7x4 shb45gty6 h645ty 456
sad 8fg7sad87gfs8dgf87sdgf97h292438h gf87sdgaiv678agsidu78vg987624wgtr78asdygfjhasdfbhjsadg
13 19 81 30 33 3 27 90 5.5 3. 8. 89 69 土1 pom the water furface whereas the 18 24 The deptt usas measured a velociky wap measured woith a prpellv within egch define Creso Sectionof the nver. The efechicead Vefocefies within each panel Cross sectrion and theis Corsespending depths ane shown 'in the table above : 9. Compute the average kpfh and velocity within en ch Panel billsing the single point methsd, Calufate the meas velocubly et the flow wlthin each panel Cross section c. Ufing ether the meay secfion miel-sectisn mgeths Catulhte the avevage elis charge withew each panel Cross section amed thus the toal escharge of the riyen Cros Seefion a depth (ycoed
PROBUEM 2. Gven: F: 45ON 6: 36ON Find : mc MA , MB, ME ME I 3, F 2m
EVALUATE once he given throvene uning fo) Compou Rule and (b) franat Rule COURSE LENGTH (m) BEARING AB 49585 NOS" 30E BC 850.62 N 46 02 E CD 855.45 56 38 E DE 1020.87 S12 25E 1117.26 383 44 W EF 660.08 N SS O W FA
At wh5948: depth from the surface of a swimming pool the pressure of water is (4900 Pa)? 2004594832 2008524 ة يكون ضغط الماء مساويا (Pa 4900) ( Pwater = 1000 kg/m ) في من سطح الماء في حمام - P PZÉs pooz
Observed Bearings Length (m) Computed Sta Internal Angle Adjusted Values Corr Interior Angle Line Forward Вack Forward Вack Bearing Bearing АВ 100.00 S35°25'40" E N35°25'40" W A ВС 90.00 N72°48'15" E S72°48'15" W В CD 48.00 N15°00'55" E S15°00'55" W DE 60.00 S88°25'02" W N88°25'02" E D EF 39.94 N15°24'47"W S15°24'47"E E FA 90.34 S71°43'30" W N71°43'30" E F
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
1) L ACP 4 = 4i37'is' - 1546'4.8" L ACP 25:51' 14" 2) Longh 6708.4 Sin i5'46'5' AP = Sin 25'32'40" AP = 4227.5s m 3 Lengh BP = /B0 - 0-a AP Sin n I Sin o 138 41'15" 422755 Sin 138'41'ı5" Sin I5'46' 5" /02 70. 27
FRo, #3 (てォシ urtaイ) 300 KN らm lom 0ETERAINE THe FEMETNク Pg OPA THE うE ト MOMENT DIAGCMG Mn THE QUALI1人てI~ 0ef レビくTレク SHAPE OF Tte DErr SHNN Agove.