Given data: K=50 MPa Poisson ratio=0.534 Find E
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- Problem 2: For the following cross-section, compute Ix assuming the centroid of the entire cross section is at a y-distance of 3.5 inches. Component Σ 1xc (in) A (in 2) dy (in) A* d₁² 534 VWHILE USING RAYLEIGH-RITZ METHOD TO ESTIMATE THE NATURAL FREQUENCIES OF A CANTILEVERED BEAM FIXED AT X=0 AND FREE AT X=L WHICH OF THE FOLLOWING FUNCTIONS ARE ADMISSABLE RITZ-BASIS FUNCTIONS FOR STRASVERSE DISPLACEMENT ? 141 A) WOC) = x² UT B) W (x) = x² c) w(x) = NONG OF THESE MAKAWAD KHA asutus ZPLXZPfor part b, what happened to the t on the cty when integrating, can you please show this work again?
- solve step by step in digital format Solve the following exercises by the conjugate beam method A 18 ft 6 klb/ftPROBLEM 2 Compute the design flexural strength of the following sections for flexure Use f, = 420 Mpa f = 28 Mpa (You can assume the cover thick = 40 mm) %3DX Incorrect Determine the moment of inertia about the x-axis of the shaded area shown. 1.la 1.la cos 2a y3= 0. 0.565 Answer: Iy = The number of significant digits is set to 3; the tolerance is +/-1 in the 3rd significant digit