Axial Dead Load =444 KNAxial Live Load=641 KNMoment about the X-axis due to Dead Loadon the top of the column = 170 kN-mMoment about the Y-axis due to Dead Loadon the top of the column = 132 kN-mMoment about the X-axis due to Live Loadon the top of the column = 172 kN-mMoment about the Y-axis due to Live Loadon the top of the column = 143 kN-mMoment about the X-axis due to Dead Loadon the bottom of the column = 153 kN-mMoment about the Y-axis due to Dead Loadon the bottom of the column = 177 kN-mMoment about the X-axis due to Live Loadon the bottom of the column = 161 kN-mMoment about the Y-axis due to Live Loadon the bottom of the column = 233 kN-mIf the end moments results to the columnhaving a singular curve for both axes, andthe column is not subjected to anytransverse loads, calculate the eccentricity(using the design moment) of the load alongthe X-axis in mm. A concrete rectangular column withdimensions A= 343 mm and B= 575 mm(See figure below) is braced against sidesway. The column is to be fixed on bothends for bending about the Y-axis and to bepinned on both ends for bending about theX-axis. The unsupported length is 7.99meters. Use f'c-33.76 MPa. Reinforcementsare along "B" only.BLThe column is subjected to the followingservice loads:AO

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A concrete rectangular column with dimensions A= 343 mm and B= 575 mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the Y-axis and to be pinned on both ends for bending about the X-axis. The unsupported length is 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

A concrete rectangular column with dimensions A= 343 mm and B= 575 mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the Y-axis and to be pinned on both ends for bending about the X-axis. The unsupported length is 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Problem 01 Using ASD, check the adequacy of the base plate (PL400X350×19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600KN and PLL = 320 kN. Use A-36 steel and concrete fc'=20 MPa. TH
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Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL. = 600kN and PLL = 320 kN. Use A-36 steel and concrete f,=20 MPa.