A simply supported beam is subjected to a uniform service dead load of 1.0 kips/ft (including the weight of the beam) and uniform service live load of 2.5 kips/ft. The beam is 40 feet long, The beam has continuous lateral support, and A572 Grade 50 steel is used. A572 Grade 50 steel has Fy = 50 ksi and Fu = 65 ksi.Is a W30 × 116 adequate from flexure and shear?Check both LRFD and ASD.Is the beam adequate from deflection if it allowsmaximum deflection of L/360 (dead load + liveload)? Wp= 1.0kAWz = 2.5k'AW30 x 11640'-WųL(LRFD)2Max shear loadWaL(ASD)Max shear load W30x116A =34.20in.^2d =30.000in.tw =0.565in.bf =10.500in.tf =0.850in.T=26-1/2in.k =1.5000in.k1 =1.1250in.5-1/2in.gage =rt =%3D2.640in.d/Af =3.36Ix =4930.00in. ^4Sx =329.00in.^3rx =12.000in.ly =164.00in.^4Sy =31.30in.^3ry =2.190in.Zx =378.00in.^3Zy =J =49.20in.^36.43in.^4Cw =34900in. ^6a =118.55in.Wno =76.50in. ^2Św =171.00in.^4%3DQf =61.50in.^3Qw =187.00in.^3

Solution: Given data: Uniform Service dead load=1.0 kips/ftUniform service live load=2.5 kips/ftA572…

A simply supported beam is subjected to a uniform service dead load of 1.0 kips/ft (including the weight of the beam) and uniform service live load of 2.5 kips/ft. The beam is 40 feet long, The beam has continuous lateral support, and A572 Grade 50 steel is used. A572 Grade 50 steel has Fy = 50 ksi and Fu = 65 ksi. Is a W30 × 116 adequate from flexure and shear? Check both LRFD and ASD. Is the beam adequate from deflectio

A simply supported beam is subjected to a uniform service dead load of 1.0 kips/ft (including the weight of the beam) and uniform service live load of 2.5 kips/ft. The beam is 40 feet long, The beam has continuous lateral support, and A572 Grade 50 steel is used. A572 Grade 50 steel has Fy = 50 ksi and Fu = 65 ksi. Is a W30 × 116 adequate from flexure and shear? Check both LRFD and ASD. Is the beam adequate from deflectio

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.1P

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