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).

Q: For the frame shown in the figure, The beam has a plastic moment of 750 kN.m and the columns have a…

A:

Q: A uniform 6m long boom AB weighs 800N. It is hinged to the wall at B and supported by a cable AC.…

A: 1) Stress at AC and reactions at B. The following figure shows the Free Body Diagram of the boom.…

Q: 8 kN/m 4 m B -2 m- 12 kN 125 mm 25 mm 25 mm 75 mm; 75 mm

A:

Q: A₂ with 4 d 30° com

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Q: 2. The beam ABC is built into the wall at C and supported by rollers at A and B. Compute the…

A: Given Propped cantilever beam with loading conditions and it is asked to compute the reactions at…

Q: Page |4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…

A: Take moment about B∑ MB=0RA3-151.5+1212.523×1.5=0RA≈4.5kN

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.