Question 2:Repeat Question 1 if the column is to besupported by concrete pedestal 4 inwider on each side than the base plate.Question 3:A HSS 12 x 12 x 5/16 with Fy = 46 ksiis used to support the service loads P₁ ==200 k and P₁ = 250 k. A spread footingunderneath is 7 ft - 0 in x 7 ft - 0 in andconsist of reinforced concrete with f'c =4000 psi. Design a base plate for thiscolumn with A36 steel (Fy = 36 ksi and

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Question 3: A HSS 12 x 12 x 5/16 with Fy = 46 ksi is used to support the service loads Pò = 200 k and P₁ = 250 k. A spread footing underneath is 7 ft - 0 in x 7 ft - 0 in and consist of reinforced concrete with f'c = 4000 psi. Design a base plate for this column with A36 steel (Fy = 36 ksi and

Question 3: A HSS 12 x 12 x 5/16 with Fy = 46 ksi is used to support the service loads Pò = 200 k and P₁ = 250 k. A spread footing underneath is 7 ft - 0 in x 7 ft - 0 in and consist of reinforced concrete with f'c = 4000 psi. Design a base plate for this column with A36 steel (Fy = 36 ksi and

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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