Consider the following simply supported beam with a concentrated dead load acting at a distance of 6 feet from support A. Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of the live load. Neglect the self weight of the beam. Calculate the long term deflection. Hint: You can add the bending moment and deflections for point loads and distributed loads from the chart to find the total bending moment and deflections. Given: fy = 60 ksi, fc'=3000 psi, n = 8. %3D L= 18 ft x= 6 ft Po 38 k As = 5.8 in2 PD 24 in. As 3 in. 16 in.
Consider the following simply supported beam with a concentrated dead load acting at a distance of 6 feet from support A. Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of the live load. Neglect the self weight of the beam. Calculate the long term deflection. Hint: You can add the bending moment and deflections for point loads and distributed loads from the chart to find the total bending moment and deflections. Given: fy = 60 ksi, fc'=3000 psi, n = 8. %3D L= 18 ft x= 6 ft Po 38 k As = 5.8 in2 PD 24 in. As 3 in. 16 in.
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter12: Electric Current And Related Variables In Engineering
Section12.2: Electrical Circuits And Components
Problem 6BYG
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