Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- pls answer asaparrow_forwardYour survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight bearing of N 36°42'22" W) you measure 337°32'21" degrees right to Point C. What is the bearing of the line between points A and C? Os 59°10'01" W ON 59°10'01" W ON 69°32'23" E OS 69°32'23" Earrow_forwardWith the same problem, what would be the sketch of this data?arrow_forward
- SURVEYINGarrow_forwardQ1/ The data given in Table below were obtained for an anti-clockwise closed-loop traverse. The azimuth of AF 136° 25' 12'. Determine the adjusted traverse by Bowditch's method Length Internal Correction Corrected angle Station (m) Int. angle 17.098 130 1845"| <-2" 130°18'43" 102.925 110°18°23" 110°18 21" - 2" - 2" - 2" 99 32'35" 33.866 116 18°02" C 92.782 9932'33" 116 18'00" 63.719 119 46'07" <-2" 119°46°05" F 79.097 143°46°20"| - 2" 143 46'18" Σ 389.487 720°0012"| - 12" 720 00'00"arrow_forwardGiven the following tabulated data for a closed traverse, determine the bearings of CD and EA. COURSE AB BC CD DE EA LENGTH (m) 668.15 670.32 610.68 515.26 448.50 BEARING N58°32'W 348.78 S35°10'W Unknown N13°30'E +N Unknown -S 501.02 547.97 (Unknown) (Unknown) +E -W 120.29 569.89 386.08 (Unknown) (Unknown)arrow_forward
- 567 24'E 8. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. 852.18 m el 3.0E.SON TA 492.98 m 3..80.90 845.85 m N55 27 W 661.26 m Closing Line Unknown Bearing 1210.50 m Unknown Length $12°17″Earrow_forward(7) Please provide a solution and diagram if possible.arrow_forwardFROM THE GIVEN DATA OF A CLOSED TRAVERSE, FIND THE ADJUSTED BEARING OF BC AND DA USING COMPASS RULE.arrow_forward
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