Problem 3: For the beam hollow section in Figure 4, determine the maximum positive bending moment capacity (i.e., the top side is in compression) if tension steel 8T20 is provided into 2 layers as shown in Figure 4. h=800mm 100 50 100 100 b=500 mm 100 100 100 100 100 Figure 4. Hollow section 100 50 100 Material properties: fcu = 30 MPa ; fy= = 500 MPa. 80 60

Problem 3: For the beam hollow section in Figure 4, determine the maximum positive bending moment capacity (i.e., the top side is in compression) if tension steel 8T20 is provided into 2 layers as shown in Figure 4. h=800mm 100 50 100 100 b=500 mm 100 100 100 100 100 Figure 4. Hollow section 100 50 100 Material properties: fcu = 30 MPa ; fy= = 500 MPa. 80 60

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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