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

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

I need the carrect answer as soon as possible please
H. w O P = 2 KN So mm For Simply supported beam shoun, determine the value of strusses develuped on it. what type f strees is result from loading? calculate the stress for di do d= 25 di = 15 do = 25 mm m tw. Seetions @ solid @ hollas
3 moment equation for this problem
Give the required I, for a simply supported beam 20' long with a uniformly distributed total service load of 800 plf throughout the full length of the beam. Assume A992 steel and a W-flange member. 0.69 inª 96.00 in O 690.00 in 960.00 in
A 356 x 171 US45 steel beam is supported at ends of a span of 5.5m. The beam carries a safe inclusive UDL of 12KN/m and a point load of 75KN at mid-span. Calculate the maximum deflection due to its load. Let: E= 205000N/mm2 I= 12070cm4 Deflection = PL^3/48EL Deflection UDL = 5wL^3/384El
1 A 19 ft long, simply supported beam is subjected to a 5 kip/ft uniform distributed load over its length and 11 kip point load at its center. If the beam is made of a W14x30, what is the deflection at the center of the beam in inches? The quiz uses Esteel = 29,000,000 psi. Ignore self-weight.
Please help me answer this question.
solve please..
14.2 In below configuration, if the I beam is W12X16, the distance from the root of column to the beam tip is 14 feet Calculate the max bending stress If the ultimate stress of the beam steel is 60 ksi, what is the safety factor of this design?
Draw the shear force diagram for the following beam along with calculation of shear force and in diagram write the accurate values..
Plz solve it fast hand written