A column is made from half of a W360 × 216 rolled-steelshape, with the geometric properties as shown. Use σy=345 MPa and E= 200 GPa.CדxA = 13.75 x 10³ mm²I, = 26.0 x 106 mm²I, = 141.0 x 106 mm*दाUsing allowable stress design, determine the allowable centric load if theeffective length of the column is 2 m. (Round the final answer to the nearestwhole number.)The allowable centric load is 682 KN.

Column sectionYield strength, Modulus of elasticity, Area of section, Moment of inertia about x…

A column is made from half of a W360 x 216 rolled-steel shape, with the geometric properties as shown. Use σy= 345 MPa and E= 200 GPa. C x A 13.75 x 10³ mm² 1,= 26.0 × 106 mm4 = 141.0 x 106 mm Ly Using allowable stress design, determine the allowable centric load if the effective length of the column is 2 m. (Round the final answer to the nearest whole number.) The allowable centric load is 682 kN.

A column is made from half of a W360 x 216 rolled-steel shape, with the geometric properties as shown. Use σy= 345 MPa and E= 200 GPa. C x A 13.75 x 10³ mm² 1,= 26.0 × 106 mm4 = 141.0 x 106 mm Ly Using allowable stress design, determine the allowable centric load if the effective length of the column is 2 m. (Round the final answer to the nearest whole number.) The allowable centric load is 682 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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