Asap Please, Thank you A W14x22 Steel Column is 6-Sm long 1t is fixed at bothends. It carries an axial load of 690 KN with a moment ofa moment of 26 KN -m35KN-m atthe top C clockwise) andat the bottom (counterclockwise). the steel column is notsubjected to sidesway. A-36 Steel, fy 250 MPa.A : 4187mm²Sx : 475 X103mm³Sy :4GX10 mm3TX: 140.72mmry: 26.42 mmE = 20000O MPaCompute for the ff.a.) Axial compressive strecs if axial load ouly existedb.) Which of the ff. gives the allowable axial compressiveStressc.) If the allowable bending stress is 0.60 fy, What isthe interaction value of both axial and bendingStresses?

Given: Section: W14 x 22 L = 6.5 m Pu = 690 kN Mu, Top = 35 kNm Mu, Bottom = 26 kNm fy = 250 MPa A =…

A W14x22 Steel Column is 6.5m long. It is fixed at both ends. It carries an axial load of 690 KN with a moment of 35KN-m at the top (clockwise) and a moment of 26 KN-m at the bottom (counter clockwise). The steel column is not subjected to sidesway. A-36 Steel, fy = 250 MPa. A = 4187mm² Sx = 475 x10³ mm³ Tx: 140.72mm ry: 26.42mm Compute for the ff Sy =46x10³ mm³ E = 200000 MPa a.) Axial compressive stress if axial load only existed b.) Which of the ff. gives the allowable axial compressive Stress c.) If the allowable bending stress is 0.60 fy, What is the interaction value of both axial and bending Stresses?

A W14x22 Steel Column is 6.5m long. It is fixed at both ends. It carries an axial load of 690 KN with a moment of 35KN-m at the top (clockwise) and a moment of 26 KN-m at the bottom (counter clockwise). The steel column is not subjected to sidesway. A-36 Steel, fy = 250 MPa. A = 4187mm² Sx = 475 x10³ mm³ Tx: 140.72mm ry: 26.42mm Compute for the ff Sy =46x10³ mm³ E = 200000 MPa a.) Axial compressive stress if axial load only existed b.) Which of the ff. gives the allowable axial compressive Stress c.) If the allowable bending stress is 0.60 fy, What is the interaction value of both axial and bending Stresses?

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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