Determine the slope at Cin terms of El for the frame shown. B0KN 21 Im 2m 20KN 30KN 2m 21 A Fig.P17.13
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- Determine the MI of the Z Section about centroidal axis. (Ix= 22.6(106 ) mm4, Iy = 9.81(106 )Determine the tangential rotation (in radians) at point C. Assume E=200 GPa and I=15x10^6 mm^4. P(kN)=7.5If line OC has an AZIMn of 83° 44’ 19” and line OD has an AZIMs of 56° 21’ 06”, determine the angle of COD.
- Please only solve 12.15 PLEASE EXPLAIN TO ME HOW TO FIND THE LOCATION OF THE RESULTANT, I don't know how to take the moment about the buttom for each area, please explain, thank you12 x11 is not 144 i napplying equilibrium pls revise44. Given an angle A such that (SecA + 2) (2SecA – 1) = 0. Determine where A terminates. A. I and IV B. I C. II and III D. I and II
- Determine the slope at A in radian. Using Moment Area Method. Let P =21 kN. EI=14220kNm2The true bearing of a line AB is S 43* 15' E, and the true bearing of a line AC is N 43* 15 E. The magnitude of the smaller angle BAC between the lines is: A. 50* 15' B. 86* 30' C. 93* 30' D. 136* 45Beam AB (A = left support, B = right support) is loaded with a concentrated load (P = 500 N) and a moment (100 N-m). Use a = 1 m. What is the value of the deviation of B relative to the tangent drawn at A? Round off to two decimal places.