For the beam using the conjugate beam method to solve the problem El is constant. (a) Compute the slopes at A and C and deflections at B. (b) Locate and compute the maximum deflection in span AC. P= 18 kips A B с D -64- 12
Solve using the stiffness method
Determine the reactions at the supports. El is a constant. Prob. 15-7 6 12 kN/m 5 m 2.5 m Show transcribed image text
Please can you help me to solve these problems
El solve - 2x² dy = y(y² + 32²) dx . sol: let us go e 131 Find the general sal of ODE. xy" - (x + 1) yl ty=o given that y, is a sal. sal y=ay, +CY₂ . cé + c2(x+1). W Freud the general sal for: y y Cyry'). soli 3-missing. u-ylinde yo 51 solve: y" – Gy! +9y -- .
Solve the following recurrence relation square root a_n = 5 square root a_n - 1 - 6 square root a_n - 2 with initial conditions a_0 = 2 and a_1 = 9 by making the substitution b_n = square root a_n.
Solve by completing the square. x2 8x + 11 = 0
Solve using the square root property 4x-16o
solve the following initial value problem
II. Resuelve el problema de valore inicial. -ydx + (x + xy)dy = 0 y(1) = 1
The answer going to be “def at B =737.5/EL right “ can someone
solve it step by step?
Problem Two Use the principal of virtual work to calculate the horizontal deflection at B. The area, A, and modulus of elasticity, E, are constant for all members. 10 k 15 k 8 ft 6 ft
3. Solve by completing the square 4x2+5x-8= 0
solve the fallowing system of equations step bu step
tos) Resolver el siguiente sistema de ecuaciones X' = G )x+(sec ): para x(0) = 0 ,y(0) = 0