Hello please answer this problem as soon as possible. Topic is 'compression members'. I need correct answers with complete and step by step solution. Do not shortcut your solution. I will give an upvote if it satisfy. Thank you! A W310x202 column supports beams framing into it as shown. The column supports an axial load of2676 KN, which includes the beam reactions at its top. Owing to unbalanced floor loading, moments of110 KN-m each applied in opposite directions at the top and bottom of the column as shown. Sideswaysis prevented by a bracing system Kx= 0.9, Ky= 1.0.2676 kNProperties of W310x202M=110 kN.mIA = 2580 mm²= 520x106mm*IxSx = 3050x10³mm³1050x10³mm³d = 341 mmbftf = 31.8 mm= 315 mmSyry = 142 mmr, = 80.2 mm4.2 mtw= 20.1 mm%3Da) What is the critical effective slenderness ratio?b) What is the buckling stress of the column?c) Calculate the critical load in kN.M=110 kN.m2676 kN

The given values are as followsThe Area(A)=2580 mm2 The Depth(d)=341 mm The flangeWidth (bf)=315 mm…

A W310x202 column supports beams framing into it as shown. The column supports an axial load 0 2676 KN, which includes the beam reactions at its top. Owing to unbalanced floor loading, moments o 110 KN-m each applied in opposite directions at the top and bottom of the column as shown. Sidesways is prevented by a bracing system Kx= 0.9, Ky= 1.0. 2676 kN Properties of W310x202 M-110 kN.m y = 520x106mm* Sx = 3050x10³mm³ Sy = 1050x10³mm³ A = 2580 mm² %3D d = 341 mm %3D by : = 31.8 mm = 315 mm = 142 mm 4.2 m tw = 20.1 mm r, = 80.2 mm a) What is the critical effective slenderness ratio? b) What is the buckling stress of the column? c) Calculate the critical load in kN. M=110 kN.m 2676 KN

A W310x202 column supports beams framing into it as shown. The column supports an axial load 0 2676 KN, which includes the beam reactions at its top. Owing to unbalanced floor loading, moments o 110 KN-m each applied in opposite directions at the top and bottom of the column as shown. Sidesways is prevented by a bracing system Kx= 0.9, Ky= 1.0. 2676 kN Properties of W310x202 M-110 kN.m y = 520x106mm* Sx = 3050x10³mm³ Sy = 1050x10³mm³ A = 2580 mm² %3D d = 341 mm %3D by : = 31.8 mm = 315 mm = 142 mm 4.2 m tw = 20.1 mm r, = 80.2 mm a) What is the critical effective slenderness ratio? b) What is the buckling stress of the column? c) Calculate the critical load in kN. M=110 kN.m 2676 KN

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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