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4.5 A W24x94 beam on a 6ft span as shown in Figure underpins a column that brings 80 kips dead laod and 200 kips live load to its top flange at a location 2.5 ft from the left support. The column bearing plate is 12 in measured along the beam and bearing plates at the end supports are each 8 in. Investigate this beam of A50 steel for (a) flexure,(b) shear and (c) satisfactory transmission of the reactions and concentrated load (i.e., local web yielding). 2-6" University of Diyala- College of Engineering/ Assist. Prof. Dr. Ahmed Abdullah Mansor/ 2018 280 Column 12" long W24×94 6-0

4.5 A W24x94 beam on a 6ft span as shown in Figure underpins a column that brings 80 kips dead laod and 200 kips live load to its top flange at a location 2.5 ft from the left support. The column bearing plate is 12 in measured along the beam and bearing plates at the end supports are each 8 in. Investigate this beam of A50 steel for (a) flexure,(b) shear and (c) satisfactory transmission of the reactions and concentrated load (i.e., local web yielding). 2-6" University of Diyala- College of Engineering/ Assist. Prof. Dr. Ahmed Abdullah Mansor/ 2018 280 Column 12" long W24×94 6-0

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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4.5 A W24x94 beam on a 6ft span as shown in Figure underpins a column that brings 80 kips dead laod and 200 kips live load to its top flange at a location 2.5 ft from the left support. The column bearing plate is 12 in measured along the beam and bearing plates at the end supports are each 8 in. Investigate this beam of A50 steel for (a) flexure,(b) shear and (c) satisfactory transmission of the reactions and concentrated load (i.e., local web yielding). 2-6" University of Diyala- College of Engineering/ Assist. Prof. Dr. Ahmed Abdullah Mansor/ 2018 280 Column 12" long W24×94 6-0
Transcribed Image Text:4.5 A W24x94 beam on a 6ft span as shown in Figure underpins a column that brings 80 kips dead laod and 200 kips live load to its top flange at a location 2.5 ft from the left support. The column bearing plate is 12 in measured along the beam and bearing plates at the end supports are each 8 in. Investigate this beam of A50 steel for (a) flexure,(b) shear and (c) satisfactory transmission of the reactions and concentrated load (i.e., local web yielding). 2-6" University of Diyala- College of Engineering/ Assist. Prof. Dr. Ahmed Abdullah Mansor/ 2018 280 Column 12" long W24×94 6-0
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