Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Determine the Horizontal Deflection at D. Indicate the negative sign if the answer is to the left • Determine the Horizontal Deflection at D 10 KN 30° AB•2I 8m BC -15I CD. I 40m E* 200 6 Pa I. 200 A o" mm* 10marrow_forwardsolve the following problem with the correct answer please, please make sure to show all work so I can understand.arrow_forwardElevation of top Q of a hill, a staff of 2 m height was erected and observations were made from stations P and R, 60 m apart. The horizontal angle measured at P between R and the top of the flag staff was 60°30' and that measured at R between the top of the flag staff and P was 68 18'. The angle ofelevation to the top of the flag staff from P = 10°12' and from R = 10°48'. Staff readings on BM when instrument was at P = 1.965 m and that with instrument at R = 2.055 m. Calculate the elevation of the top of the hill if reduced level of BM=100m?arrow_forward
- Convert the following. Express answer in degrees, minutes. Bearing Azimuth S28°41'E 72008' N06 35'E 303°21' N52°33'W 101°46 S51°02'W 13 22 N03°46'W 270000'arrow_forwardCalculate the moments of inertia with respect to both centroidal axes for the areas shown.arrow_forwardSolve for unknowns. Thank you!arrow_forward
- What is the equation to convert the Azimuth below to a Bearing? οεε οτε οτε οοε οστ 087 οιτ 097 OSZ Obz οετ οττ οΙΖ Ο 300 310 320 330 340 350 10 20 30 40 50 60 70 120 130 140 150 160 170 180 190 200 210 220 230 240 80arrow_forwardM 88% 11:19 am KB/s E quiz1.docx Q Locate the centroid 7 of the right-elliptical cone. 10 ft 4 ff -3 ft.arrow_forwardChoices for Iy 364.84in⁴ 464.84in⁴ 564.84in⁴ 264.84in⁴ Choices for ry 3.11 4.11 2.11 5.11 Please consider these Choices thank youuuarrow_forward
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