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A 2 kN/m 1.5 m X B 1.5 m * 3 kN m 1.5 m Figure 1. Beam ABC and its loads. 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.

A 2 kN/m 1.5 m X B 1.5 m * 3 kN m 1.5 m Figure 1. Beam ABC and its loads. 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.

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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2 kN/m 1.5 m X B 1.5 m 3 kN m *1.5m* Figure 1. Beam ABC and its loads. C 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.
Transcribed Image Text:2 kN/m 1.5 m X B 1.5 m 3 kN m *1.5m* Figure 1. Beam ABC and its loads. C 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.
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