Problem 4: Inputs: ● ● ● a = 6 m b = 1.5 m w = 4x+1.2x³ N/m Compute Ay. Indicate direction (up/down) along with your boxed answer. a w b

Solve the ff. Using CONJUGATE-BEAM METHOD ANSWER ASAP pls. Provide complete solution, I'll rate. THANKS

Subjact: Data: An inverted u tube manometer is connected to two horizontal pipes A. and 8 threugh which water is flowing The vertical distance between axes of the se pipes is 30 cM When an oil SG=0.8 îs uced as a Jauge fluid, the vertical heigh 1s of water columos in the two limbs are found to be the same and equal to 35 cm. Determine the difference Of pressure between the pipes. 0.8 Sp.gr. C. 30 cm 35 cm 35cm tw ater 30cm water

Given: f= 4,000 psi fy = 60,000 psi Comb. 1 2 234 Design Loads Pu K 780 525 404 570 160 5 Muy FT-K 62 180 275 145 320

Utilice el método de castigliano para calcular la deflexion en el nodo C de la viga

A composite beam is fabricated by bolting two 2-in.-wide by 12-in.-deep timber planks to the sides of a 0.4-in. by 12-in. steel plate. The moduli of elasticity of the timber and the steel are 1680 ksi and 29900 ksi, respectively. The simply supported beam spans a distance of 18 ft and carries two concentrated loads P, which are applied as shown. Assume LAB=LCD= 5 ft, LBC = 8 ft, b = 2 in., d = 12 in. and t = 0.4 in. (a) Determine the maximum bending stresses o,, Os produced in the timber planks and the steel plate if P = 3.1 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 1190 psi and 19700 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.) A LAB P B LBC syk b b Cross section C LCD D

ASAP dont round off initial values, round off in final answer only pls ty

Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places.

Example-1 10 - Figure 8.4a shows a 20 B1 typical cross section near the center of a gravity 20 B2 dam. Analyze the block 60 B1 for stability. Assume 20 B3 Тое zero freeboard. Heel la) Cross section of dam FIGURE 8.4 Analysis of a gravity dam. 3:10 6:10 Batter 1:20

Please write legibly. Thank you