:solve this question * The overhanging beam shown, Find the reaction value and direction of the hinge :support 50 kN 3m 3m 4m 133.33 KN down 33.33 KN up 33.33 KN down 116.66 KN down. 50 KN up 133.33 KN up 50 KN down 83.33 KN down 116.66 KN up 83.33 KN UR

:solve this question * The overhanging beam shown, Find the reaction value and direction of the hinge :support 50 kN 3m 3m 4m 133.33 KN down 33.33 KN up 33.33 KN down 116.66 KN down. 50 KN up 133.33 KN up 50 KN down 83.33 KN down 116.66 KN up 83.33 KN UR

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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Similar questions

UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING The left and right water edges of a river are 2.75m, and 62.45m, respectively, from an initial reference point. Verticals are located at distances of 11.25, 19.25, 26.75, 34.45, 40.95, 46.95 and 54.45m, respectively, from the reference point. The corresponding depths of verticals are 5.0, 9.6, 9.8, 10.0, 10.4, 10.0 and 4.8 meters. Mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively. Disregarding the end sections; a. What is the cross sectional area in sq m of the rive? b. Assuming that the discharge in the end sections of the river to be zero or negligible, what the total discharge of the river in cum/ sec? c. What the average velocity of the river in m/sec?
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EF 686.660 m Unknown FA 391.730 m N 07°02’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please answer this with accuracy and with proven solution. thank you.
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCD, determine the interior angles A, B, C, and D. Line Bearing AB N 76°30’ E BC S 26°36’ E CD N 87°32’ W DA N 05°52’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please provide a proven and accurate solution, thank u)
Show complete formulas and solutions.Round off to 3 decimal places for lengths. Angles must be in degrees, minutes, and seconds (° ‘ “) and seconds should not include decimals anymore (ex. 1°1’36.52” should be 1°1’37”) COURSE LATITUDE DEPARTURE AB 40 -80 BC 80 -40 CD unknown unknown DA -90 50 a) What is length of course CD? b) What is the bearing of course CD? c) What is the perimeter of the traverse? *PROVIDE ILLUSTRATION
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. kindly provide an accurate and detailed solution. thank you so much.
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E. Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank you so much.)
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The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W Group of answer choicesS 20°30’ WN 20°30’ ES 21°00’ EN 20°30’ W Determine the adjusted bearing of line CD.Group of answer choicesN 36°51’ WS 36°15’ EN 36°15’ ES 36°15’ W Determine the adjusted bearing of line BC.Group of answer choicesN 55°40’ ES 54°50’ WS 55°50’ WS 45°40’ W
The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please be accurate in providing a proven solution, thank you.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.