A cantiliver beam A m long carries a uniformly distributed load of 18 kN/m throughout its length and a concentrated load of y kN at mid-length. To minimize the displacement, a spring support is added at the free-end. Given: Spring constant, K = 0.10 mm for every 1 kN of compressive load Flexural rigidity, El = 2500 kN.m² Y w=18 kN/m # 10 # 11 #12 U Calculate the reaction (KN) at the spring support. The spring support compressed by 0.5 mm, what is the resulting reaction in KN? If the reaction at the spring support is 25 KN, what is the resulting moment (kN.m.) at the fixed end?
A cantiliver beam A m long carries a uniformly distributed load of 18 kN/m throughout its length and a concentrated load of y kN at mid-length. To minimize the displacement, a spring support is added at the free-end. Given: Spring constant, K = 0.10 mm for every 1 kN of compressive load Flexural rigidity, El = 2500 kN.m² Y w=18 kN/m # 10 # 11 #12 U Calculate the reaction (KN) at the spring support. The spring support compressed by 0.5 mm, what is the resulting reaction in KN? If the reaction at the spring support is 25 KN, what is the resulting moment (kN.m.) at the fixed end?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A = 9
Y = 54
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