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GIVEN; A column made of 2 materials: a W 6 x15 structural steel section Page 3 encased in concrete as shown. A4,43 in²7 k = 29.1 in. Length = 10 feet Load = 60 kips Esteel = 30 x 10° ksi Econcrete = 3 x 10° ksi FA= "15 in* REQ’D: A) Load in the concrete and load in the steel section

GIVEN; A column made of 2 materials: a W 6 x15 structural steel section Page 3 encased in concrete as shown. A4,43 in²7 k = 29.1 in. Length = 10 feet Load = 60 kips Esteel = 30 x 10° ksi Econcrete = 3 x 10° ksi FA= "15 in* REQ’D: A) Load in the concrete and load in the steel section

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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GIVEN: A column made of 2 materials: a W 6 x 15 structural steel section Page 3 encased in concrete as shown. Load = 60 kips Esteel = 30 x 10' ksi Econcrete = 3 x 10° ksi I = 29.1 in. k = 29.1 in (Wbx15 FA = 15 in Length = 10 feet REQ'D: A) Load in the concrete and load in the steel section B) Compressive stress in the concrete and compressive stress in the steel section
Transcribed Image Text:GIVEN: A column made of 2 materials: a W 6 x 15 structural steel section Page 3 encased in concrete as shown. Load = 60 kips Esteel = 30 x 10' ksi Econcrete = 3 x 10° ksi I = 29.1 in. k = 29.1 in (Wbx15 FA = 15 in Length = 10 feet REQ'D: A) Load in the concrete and load in the steel section B) Compressive stress in the concrete and compressive stress in the steel section
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