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The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below. 1. Derive the bending moment equation for the beam using Macaulay's notation. 2. Determine the slope at point A 3. Determine the deflection at point B Assume EI of the beam is constant. B 20 kN/m E 60 kN 1.5 m-1.5 m-1.5 m- C

The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below. 1. Derive the bending moment equation for the beam using Macaulay's notation. 2. Determine the slope at point A 3. Determine the deflection at point B Assume EI of the beam is constant. B 20 kN/m E 60 kN 1.5 m-1.5 m-1.5 m- C

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below. 1. Derive the bending moment equation for the beam using Macaulay's notation. 2. Determine the slope at point A 3. Determine the deflection at point B Assume EI of the beam is constant. B 20 kN/m E 60 kN 1.5 m-1.5 m-1.5 m- C
Transcribed Image Text:The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below. 1. Derive the bending moment equation for the beam using Macaulay's notation. 2. Determine the slope at point A 3. Determine the deflection at point B Assume EI of the beam is constant. B 20 kN/m E 60 kN 1.5 m-1.5 m-1.5 m- C
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