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 w=18 kN/m # 10 Use: Y= 29 A = 8 Calculate the reaction (KN) at the spring support. #11 The spring support compressed by 0.5 mm, what is the resulting reaction in KN? #12 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 w=18 kN/m # 10 Use: Y= 29 A = 8 Calculate the reaction (KN) at the spring support. #11 The spring support compressed by 0.5 mm, what is the resulting reaction in KN? #12 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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