Aro blenAW1RX14) is used ac a column to support an axial load OF 1784 KN and monentaabout the x -axıs equal to 180 KN - m, and moment about the y-axis of 6o KN -m. the columnsection has an unsupported height of 3. om consisting oF A34 steel with Fy =248 MPa whichIs braced against sideway. there oreno transverse loads andKx =1.0 and Ky=1.o. theColumn is bent in reverse Curvatucc about both axes wrth cqual end moments -Properties of Wi2X1611. compute thc allowable axial stressIF only axial stress30580.6 mm?areaOccurs .352.35 mmdeptha. compute the allowable bending stress about the x-aris317. 88 mmoF Flangethickness of plangeWicth3. compute the allowable bending stress about the y-axisthe interaction values por an al and bndingm ר.3722.99 mm1. Computestressesweb thicknesS36 38 X(03Sx1273 Xj03Rx144.78 mm81.28 mm

Question is based on the column subjected to axial load . Magnitude of load, moment about x and y…

as a column to support an axial load oF 1784 KN and moments AW 12 x 14) Is used about the x-axis equal to 180 KN -m, and moment about the y-axıs of 6o KN -m. the column sction has an unsupported height of 3.0m consisting of A 34 steel with Fy is braced against sideway. there ore Column Is 6ent in reverse Curvatucc about both axes wrth cqual end moment s- s 248 MPa which no transverse loads and KX 1.0 and Ky=1.o. the Properties of W 12x IuI 1. compute the allowable axial stress ip only axial stress 30580. G mm? area Occurs . 352.35 mm depth a. compute the allowade bending stress about the xaris 317.88 mm wicth of Flange 3. compute the allowable bending strees about the y-axis the nteraction values por an al nd buding 37.74 mm hickness of plange 22.99 mm beb thickness 1. Compute stresses. 36 38X(03 1273 Xjo3

as a column to support an axial load oF 1784 KN and moments AW 12 x 14) Is used about the x-axis equal to 180 KN -m, and moment about the y-axıs of 6o KN -m. the column sction has an unsupported height of 3.0m consisting of A 34 steel with Fy is braced against sideway. there ore Column Is 6ent in reverse Curvatucc about both axes wrth cqual end moment s- s 248 MPa which no transverse loads and KX 1.0 and Ky=1.o. the Properties of W 12x IuI 1. compute the allowable axial stress ip only axial stress 30580. G mm? area Occurs . 352.35 mm depth a. compute the allowade bending stress about the xaris 317.88 mm wicth of Flange 3. compute the allowable bending strees about the y-axis the nteraction values por an al nd buding 37.74 mm hickness of plange 22.99 mm beb thickness 1. Compute stresses. 36 38X(03 1273 Xjo3

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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