A cantiliver beam Cm long carries a uniformly distributed load of 18 kN/m throughout its length and a concentrated load of x 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 #38 X w=18 kN/m Calculate the reaction (KN) at the spring support. #39 The The spring spring support compressed by 0.5 mm, what is the resulting reaction in KN? #40 If the reaction at the spring support is 25 KN, what is the resulting moment (kN.m.) at the fixed end?
A cantiliver beam Cm long carries a uniformly distributed load of 18 kN/m throughout its length and a concentrated load of x 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 #38 X w=18 kN/m Calculate the reaction (KN) at the spring support. #39 The The spring spring support compressed by 0.5 mm, what is the resulting reaction in KN? #40 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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X = 212
C = 9
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