A steel cantilever beam ABCD is rigidly built-in to a wall at D. It supports a point load of40 kN and a uniformly distributed load of 60 kNm1 as shown in Figure Q1 below:40 kNOUR of B1.0 m60 kN/m Gestione1.25 m0.75 mFigure Q1: Cantilever beame Q1 belowa. Determine:i. The reaction force and fixing moment at Dii. The deflection of the beam at end A and at mid-span (1.5 m from D).b. Using the example above, discuss the difference between statically determinate andstatically indeterminate beams.For this beam E= 210 GPa and I = 1.2 x 10³ m².

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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).

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).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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