im trying to figure out how they got the answer for the modulus of elasticity. the 10.99 is the correct answer im just bot sure how they got it. Measured height at clamped end: 31.75 in Measured height at free end: 30.375 in Calculated deflection: 1.375 in Calculated E: 10.99 x 10^6 psi (provide your calculation details in attached work). Given: m = 189g; Determine Weight= 0.4158 lb Measure L= 36 in Using Weight and Length, calculate q = 0.01155 Ib/in Measure b= 0.996 in; h= 0.120 in Calculate I = 0.000143 in^4
im trying to figure out how they got the answer for the modulus of elasticity. the 10.99 is the correct answer im just bot sure how they got it. Measured height at clamped end: 31.75 in Measured height at free end: 30.375 in Calculated deflection: 1.375 in Calculated E: 10.99 x 10^6 psi (provide your calculation details in attached work). Given: m = 189g; Determine Weight= 0.4158 lb Measure L= 36 in Using Weight and Length, calculate q = 0.01155 Ib/in Measure b= 0.996 in; h= 0.120 in Calculate I = 0.000143 in^4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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