A 400 mm x 600 mm rectangular tied column is reinforced with eight 28-mm Ø spaced symmetrically as shown below. Concrete cover is 60 mm. Use f' = 40 MPa and f = 412 MPa. y Determine the following: a. Balanced moment and balanced eccentricity. b. Determine the nominal load capacity of the column if e = 200 mm. c. Determine the nominal load capacity of the column if e = 450 mm. 600 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 400 mm x 600 mm rectangular tied column is reinforced with eight 28-mm Ø spaced
symmetrically as shown below. Concrete cover is 60 mm. Use f¹ = 40 MPa and f = 412 MPa.
Determine the following:
a. Balanced moment and balanced eccentricity.
b. Determine the nominal load capacity of the column if e = 200 mm.
c. Determine the nominal load capacity of the column if e = 450 mm.
600 mm
60 mm
60 mm
--8-28 mm 0-1
00+
Transcribed Image Text:A 400 mm x 600 mm rectangular tied column is reinforced with eight 28-mm Ø spaced symmetrically as shown below. Concrete cover is 60 mm. Use f¹ = 40 MPa and f = 412 MPa. Determine the following: a. Balanced moment and balanced eccentricity. b. Determine the nominal load capacity of the column if e = 200 mm. c. Determine the nominal load capacity of the column if e = 450 mm. 600 mm 60 mm 60 mm --8-28 mm 0-1 00+
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