A steel cantilever beam ABCD is rigidly built-in to a wall at D. It supports a point load of 40 kN and a uniformly distributed load of 60 kNm-1 as shown in Figure Q1 below: a. Determine: A OUR B 60 kN/m 40 kN 60 kN/m Gestor D 1.0 m 1.25 m 0.75 m Figure Q1: Cantilever beam hure Q1 below i. The reaction force and fixing moment at D ii. The deflection of the beam at end A and at mid-span (1.5 m from D).

The beam ABC, built into the wall at A and supported by a cable at C, carries a distributed load over part of its length, as shown in figure. The weight of the beam is 70 kN/m. (a) Draw the FBD of the beam, (b) determine the reaction at support A, and (c) determine the magnitude of the force at point A. y 6 m 1000 kN/m A В 3 m -- 5 m Ans.: Tension in cable = 1404.17KN, Ax = 1123.34KN, Ay= 17.5kN, MẠ = 0, RA = 1123.472KN)

Beam CD supports Beam A and Beam B at thirds of its span. Both A and B are fixed on the wall and carry a uniformly distributed load of 10 kN/m. Determine the reaction of the roller at C. Beams are 3 meters long. E= 14, 000 MPa and I = 150x10^6 mm^4. B D C

Problem 1 Complete 5.117 from the course text. 5/117 Determine the reactions at A and B for the beam subjected to the distributed and concentrated loads. 2 kN/m Hint: w | w = w₁ + kx² 0.6 m A 1.4 m 6 kN/m Problem 5/117 Tapvideo B 0.4 m 0.6 m 2 4 kN 0.5 m *. First, turn the distributed load into a point force applied at the area centroid. Next, arefully draw the FBD and apply equilibrium equations.