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Question 2 A beam ABCD, 6 m long, is simply-supported at the right-hand end D and at a point B 1 m from the left hand end A. It carries a vertical load of 10 kN at A, a second concentrated load of 20 kN at C, 3 m from D, and a uniformly distributed load of 10 kN/m between Cand D. Determine the position and magnitude of the maximum deflection if E = 208 GN/m2 and I = 35 x10^-6 m4. 1. compute for location of maximum deflection for the mavimum 2 comnu floction

Question 2 A beam ABCD, 6 m long, is simply-supported at the right-hand end D and at a point B 1 m from the left hand end A. It carries a vertical load of 10 kN at A, a second concentrated load of 20 kN at C, 3 m from D, and a uniformly distributed load of 10 kN/m between Cand D. Determine the position and magnitude of the maximum deflection if E = 208 GN/m2 and I = 35 x10^-6 m4. 1. compute for location of maximum deflection for the mavimum 2 comnu floction

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
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Q2 MECHANICS OF DEFORMABLE BODIES 

ANSWER ONLY 1 AND 2

Question 2 A beam ABCD, 6 m long, is simply-supported at the right-hand end D and at a point B 1 m from the left hand end A. It carries a vertical load of 10 kN at A, a second concentrated load of 20 kN at C, 3 m from D, and a uniformly distributed load of 10 kN/m between Cand D. Determine the position and magnitude of the maximum deflection if E = 208 GN/m2 and I = 35 x10^-6 m4. 1. compute for location of maximum deflection 2. compute for the maximum deflection Indicate which method you will use.
Transcribed Image Text:Question 2 A beam ABCD, 6 m long, is simply-supported at the right-hand end D and at a point B 1 m from the left hand end A. It carries a vertical load of 10 kN at A, a second concentrated load of 20 kN at C, 3 m from D, and a uniformly distributed load of 10 kN/m between Cand D. Determine the position and magnitude of the maximum deflection if E = 208 GN/m2 and I = 35 x10^-6 m4. 1. compute for location of maximum deflection 2. compute for the maximum deflection Indicate which method you will use.
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