Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 70KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the deflection at midspan? Express your answer in "mm" in 2 decimal places. Include (-) negative sign if deflection is downward.
Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 70KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the deflection at midspan? Express your answer in "mm" in 2 decimal places. Include (-) negative sign if deflection is downward.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 70KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the deflection at midspan? Express your answer in "mm" in 2 decimal places. Include (-) negative sign if deflection is downward.
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