Problem no. 2 Determine the displacement at C. USE: E = 29X103 ksi, I = 1200in4. %3D %3D 115 k B 30 ft 15 ft- Probs. 8-26/27

Determine the height h above the base of the centroid of the cross-sectional area of the beam. Neglect the fillets. 13.38" 1.38" 1.38" Answer: h= 5.54" 0.76" 10.35"- in.

Below is a trapezoidal beam with 3-28mm reinforcing bars at the bottom. Using the design properties of fc' = 21MPa, fs = 140MPa, n = 7, 50mm effective cover, determine the following: Note: Assume the beam has cracked. 650 50 150 500 ००० 200 150 A. What is the distance of the neutral axis of the transformed section from the top edge of the beam? Express your answer in mm. B. What is the Moment of Inertia of the Transformed section of the beam? Express your answer in mm4. C. What is the flexural capacity of the beam? Express your answer in KN-m.

Please solve the letter "d". upvote will be given.

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9.55 A hook is suspended by two steel wires, as shown. The wires are in. in diameter. A load of 1 ton is hung on the hook. Compute the distance that the hook will drop due to the stretch in the wires. //////// 10'-0" (typ.) Nowire. 45° 45° 2000 lb 02.0

2-130. Determine the angles e and o made tetween the axes OA of the flag pole and AB and AC, respectively, of eachcable. 1.5m B 4 m F = 40 N Fs = 55 N A 3 m 4 m. Prob. 2-130