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?
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:A W14x22 Steel Column is 6-Sm long 1t is fixed at both
ends. It carries an axial load of 690 KN with a moment of
a moment of 26 KN -m
35KN-m at
the top C clockwise) and
at the bottom (counterclockwise). the steel column is not
subjected to sidesway. A-36 Steel, fy 250 MPa.
A : 4187mm²
Sx : 475 X103mm³
Sy :4GX10 mm3
TX: 140.72mm
ry: 26.42 mm
E = 20000O MPa
Compute for the ff.
a.) Axial compressive strecs if axial load ouly 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?
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