Problem 42"2"8"For the given cross sectionalarea,find:(1) Centroid location measured from bottom(2) What is the moment of inertia around centroidal axis (I,6"only)?8"

Divide the given member into three different rectangular section:

Answered: Problem 4 2" 2" 8" For the given cross…

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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The length intercepted on the stadia rod is 3.6 m and the line of sight makes an angle of 3deg15’ with the horizontal. Find the distance, in meters, from the center of the instrument to the rod, if the stadia constant is 0.3 m and the stadia interval factor is 100.a. 172.43 b. 179.74 c. 196.87 d.187.36pls answer I need it asap
G=5 M=9 Given: 25 kN and 18 mm
A stadia rod held at a distant point B is sighted by an instrument set up at A. Determine the length of line AB if the upper and lower stadia readings were observed as 1.20 and 0.80 respectively.
SURVEYING Discrepancy formula: |length1-length2|
Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line. Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank u)
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.
Distance by Tachymetry (show complete solution) 2. A stadia rod held at a distant point B is sighted by an instrument set up at A. Determine the length of line AB if the upper and lower stadia readings were observed as 1.60 and 0.50 respectively
Azimuth Traverse Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE, determine the following: The Latitude and Departure of each Line. The Length of Line DE. The Azimuth of Line DE. The Bearing of each Line. Plot the Traverse. Line Length Azimuth from North AB 453.730 m 112°06’ BC 486.080 m 178°50’ CD 398.270 m 290°30’ DE Unknown Unknown EA 400.150 m 75°42’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Azimuth Traverse Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE, determine the following: The Latitude and Departure of each Line. The Length of Line DE. The Azimuth of Line DE. The Bearing of each Line. Plot the Traverse. Line Length Azimuth from North AB 453.730 m 112°06’ BC 486.080 m 178°50’ CD 398.270 m 290°30’ DE Unknown Unknown EA 400.150 m 75°42’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please provide a proven and accurate solution. thank you.
Find ¯Ixy for the region shown. Answer: −61.4 × 106 mm4
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. THE TOPIC IS ABOUT OMITTTED MEASUREMENT II-VII. kindly please be accurate with the answer, thank you.
A line is observed as 156.58 ft, 156.60 ft, and 156.61 ft. How many redundant observations were observed?

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Problem 4 2" 2" 8" For the given cross sectional area, find: (1) Centroid location measured from bottom (2) What is the moment of inertia around centroidal axis (I, 6" only)? 8"