Given a cantilever beam of length L=3.7meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 85KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of B when a tangent line is drawn at A, i.e. tB/A? Express your answer in "millimeters" in 2 decimal places. Hint: tB/A = deflection at free end. Include negative (-) sign if tB/A is negative.
Given a cantilever beam of length L=3.7meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 85KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of B when a tangent line is drawn at A, i.e. tB/A? Express your answer in "millimeters" in 2 decimal places. Hint: tB/A = deflection at free end. Include negative (-) sign if tB/A is negative.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given a cantilever beam of length L=3.7meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 85KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of B when a tangent line is drawn at A, i.e. tB/A? Express your answer in "millimeters" in 2 decimal places. Hint: tB/A = deflection at free end. Include negative (-) sign if tB/A is negative.
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