Problem 1 Design columns for axial load only for the conditions described. Include the design of ties or spirals and a s

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Problem 1 Design Columns For Axial Load Only For The Conditions Described Include The Design Of Ties Or Spirals And A S 1 (39.13 KiB) Viewed 21 times

Problem 1 Design columns for axial load only for the conditions described. Include the design of ties or spirals and a sketch of the cross sections selected, including bar arrangements. All columns are assumed to be short and not exposed to the weather. Form sizes are in 50-mm increments. a.) Smallest possible square tied column: PD = 700 KN, PL = 300 kN, fy = 420 MPa and f'. -40 MPa. b.) Round spiral column: PD= 500 KN, PL= 650 kN, fy = 420 MPa and f'. = 35 MPa. Initially assume pg = 0.02. =