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A manufacturer who were very well known in all of New of York, chose a W12x24 beam for s structure that required 62 beams. Let's say the beam has a span of 21 feet, a distributed load of 2 kip/ft, and a point load of 31kips in the center. Check this design for deflection, moment and shear using the information provided, and see whether it will work. Max allowable deflection is L/270 Allowable bending stress and shear stress are both 45 ksi Esteem = 29,000,000 psi Please also explain why the beam works or if it doesn't work

A manufacturer who were very well known in all of New of York, chose a W12x24 beam for s structure that required 62 beams. Let's say the beam has a span of 21 feet, a distributed load of 2 kip/ft, and a point load of 31kips in the center. Check this design for deflection, moment and shear using the information provided, and see whether it will work. Max allowable deflection is L/270 Allowable bending stress and shear stress are both 45 ksi Esteem = 29,000,000 psi Please also explain why the beam works or if it doesn't work

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Point Load e 31 Kips RA : RB - 4O kies A B RA: 40 kips RB = 40 Kips 40 kifs - 40 kips 2 80 kip -ft A manufacturer who were very well known in all of New of York, chose a W12x24 beam for s structure that required 62 beams. Let's say the beam has a span of 21 feet, a distributed load of 2 kip/ft, and a point load of 31kips in the center. Check this design for deflection, moment and shear using the information provided, and see whether it will work. Max allowable deflection is L/270 Allowable bending stress and shear stress are both 45 ksi Esteem = 29,000,000 psi Please also explain why the beam works or if it doesn't work
Transcribed Image Text:Point Load e 31 Kips RA : RB - 4O kies A B RA: 40 kips RB = 40 Kips 40 kifs - 40 kips 2 80 kip -ft A manufacturer who were very well known in all of New of York, chose a W12x24 beam for s structure that required 62 beams. Let's say the beam has a span of 21 feet, a distributed load of 2 kip/ft, and a point load of 31kips in the center. Check this design for deflection, moment and shear using the information provided, and see whether it will work. Max allowable deflection is L/270 Allowable bending stress and shear stress are both 45 ksi Esteem = 29,000,000 psi Please also explain why the beam works or if it doesn't work
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