Please answer the attached image Thank you Practice Problem 1A steel column carries an axial load of 1000 kN, a moment of 70 kN-m at the top and moment 50 kN-mat the bottom. The two moments are applied in the same direction about the x-axis. Using the NSCPspecifications, determine the following:A = 13000 mm²d = 350 mm= 360 mmbftf = 18 mmtw = 12 mmK = 1.0Propertiesa) Compressive stress if axial load only existed.b) Bending stress if bending moment alone existed.c) Allowable Compressive Stress.d) Factor of Safety.rx = 109 mmry = 94 mmF₂ =Sx = 2340x10³ mm³F₂ = 99 MPaL = 3.6m= 345 MPae) Allowable Bending Stress.f) From the interaction formula, compute the interaction value assuming the column is braced against

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Practice Problem 1 A steel column carries an axial load of 1000 kN, a moment of 70 kN-m at the top and moment 50 kN-m at the bottom. The two moments are applied in the same direction about the x-axis. Using the NSCP specifications, determine the following: A = 13000 mm² d = 350 mm bf = 360 mm tf tw = 12 mm K = 1.0 = 18 mm Properties a) Compressive stress if axial load only existed. b) Bending stress if bending moment alone existed. rx = 109 mm ry = 94 mm Fy = 345 MPa Sx = 2340x10³ mm³ F₂ = 99 MPa L = 3.6 m c) Allowable Compressive Stress. d) Factor of Safety. e) Allowable Bending Stress. f) From the interaction formula, compute the interaction value assuming the column is braced against

Practice Problem 1 A steel column carries an axial load of 1000 kN, a moment of 70 kN-m at the top and moment 50 kN-m at the bottom. The two moments are applied in the same direction about the x-axis. Using the NSCP specifications, determine the following: A = 13000 mm² d = 350 mm bf = 360 mm tf tw = 12 mm K = 1.0 = 18 mm Properties a) Compressive stress if axial load only existed. b) Bending stress if bending moment alone existed. rx = 109 mm ry = 94 mm Fy = 345 MPa Sx = 2340x10³ mm³ F₂ = 99 MPa L = 3.6 m c) Allowable Compressive Stress. d) Factor of Safety. e) Allowable Bending Stress. f) From the interaction formula, compute the interaction value assuming the column is braced against

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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