Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- c = 4 , b = 2 , a=0arrow_forward8. 3 The deflection profile y(x) is given by emb A horizontal beam of unit length under load w(x) satisfies the system: y" = M, M" = w(x), x = (0, 1). free もエ 12 Find which end is embedded and which end is free. Find the load w(x). y y(x) = x¹ log(x) - OR free 4 = WCX) 25 еть x4 +4x³ - 3x². еть face y(0) = 0 y" (0) = 0, y !!! (o y' (8) = 8 (0) ) =arrow_forwardCompute for the y-component of the force F2 = 212.5 N at 0₁ = 17.0. 310 320 250 240 0€Z ozz 012 1 FR 330 340 350 002 061 FORCE 180 081 0₂ 04 TABLE 091 <-8- 091 140 30 1 120 110 100arrow_forward
- PROBLEM - ASSIGN ALL PARTS NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. The machine part ABC is supported by a frictionless hinge at B and a 10° wedge at C. The coefficient of static friction is 0.20 at both surfaces of the wedge. The force Pis applied on the wedge to push it to the right. Given, F= 680 N. F 200 mm B -250 mm Problem 08.049.c - Reactions at hinge D The value of the component By Is The value of the component By Is [ 10° Determine the components of the corresponding reaction at B N (Click to select) N(Click to select)arrow_forwardUse the force method to find the value of the redundant force RCx. All bar areas are the same. (Ans: RCx = 15.71 k) A B 30 ft· D 60 k 30 ft [T] E 0x00 20 ftarrow_forwardHi, please help me answer this question. Please write clearly. Thank you!arrow_forward
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