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-00x350 mm base plate, WI12x120 column, 500x500 mm pedestal, PDL- 1200 kN and PLuL = 1. Determine the required base plate thickness. Use A-36 steel and concrete fe-20 MPa.

-00x350 mm base plate, WI12x120 column, 500x500 mm pedestal, PDL- 1200 kN and PLuL = 1. Determine the required base plate thickness. Use A-36 steel and concrete fe-20 MPa.

Structural Analysis
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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Problem No.2 

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. P Problem 02 Repeat problem 1 using LRFD, PL400X350 mm base plate, W12x120 column, 500x500 mm pedestal, PDL = 1200 kN and PLL = 800 kN. Use A-50 steel and concrete fe' = 30 MPa. Determine the required base plate thickness. Use A-36 steel and concrete f.=20 MPa.
Transcribed Image Text: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. P Problem 02 Repeat problem 1 using LRFD, PL400X350 mm base plate, W12x120 column, 500x500 mm pedestal, PDL = 1200 kN and PLL = 800 kN. Use A-50 steel and concrete fe' = 30 MPa. Determine the required base plate thickness. Use A-36 steel and concrete f.=20 MPa.
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