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Question 2 Compute the maximum service live load (in KN) that can be supported by the beam. O Add your answer

Question 2 Compute the maximum service live load (in KN) that can be supported by the beam. O Add your answer

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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The built-up steel beam (F= 350 MPa) is loaded with service loads as shown in the figure. The uniform service dead load includes the weight of the beam. The beam is compact and laterally supported. Consider moment anly. Use ASD. 200 mm steel plate RL 20mm WDL 65 KN/m -W14 x 48 4 m 2m TR2 OLEIGIVE steel plate 200 mm 20mm MAUL MAB NO YTIO T T 10 o Buil+-up section
Transcribed Image Text:The built-up steel beam (F= 350 MPa) is loaded with service loads as shown in the figure. The uniform service dead load includes the weight of the beam. The beam is compact and laterally supported. Consider moment anly. Use ASD. 200 mm steel plate RL 20mm WDL 65 KN/m -W14 x 48 4 m 2m TR2 OLEIGIVE steel plate 200 mm 20mm MAUL MAB NO YTIO T T 10 o Buil+-up section
Question 1 Compute the plastic section modulus of the built-up section in x 106 mm³. 0 Add your answer Question 2 Compute the maximum service live load (in KN) that can be supported by the beam. 0 Add your answer Question 3 Using the maximum service live load in No.2, compute the maximum moment (in KN.m) at the point of zero shear. 0 Add your answer
Transcribed Image Text:Question 1 Compute the plastic section modulus of the built-up section in x 106 mm³. 0 Add your answer Question 2 Compute the maximum service live load (in KN) that can be supported by the beam. 0 Add your answer Question 3 Using the maximum service live load in No.2, compute the maximum moment (in KN.m) at the point of zero shear. 0 Add your answer
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