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. P I.

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. P I.

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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Question

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.

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can someone resolve this? when I tried checking the process,, it gives different answers

Dist centre of baseplate to left edge foundation.
XCARI
Dist centre
Dist
=
olcez
400
2+
of baseplate
(480-400)
2
400
=
2+ 450-400
2
center of baseplate
У се
to right edge foundation.
tu
= 225mm
350
2+ 400-350
2
225mm
both edge foundation
= 200mm

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