Determine the moment at collapse for the non-standard section shown in Fig. Q-1.3 for positive bending...

 

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Determine the moment at collapse for the non-standard section shown in Fig. Q-1.3 for positive bending (i.e., compression on top) about a horizontal axis, if fck = 40 MPa; fyk = 500 MPa. Given: link diameter = 10 mm; concrete cover = 25 mm unless otherwise stated. 100 150 100 2H10 2H10 4H25 All dimensions are in mm. Fig. Q-1.3 75 550 Determine the moment at collapse for the non-standard section shown in Fig. Q-1.3 for positive bending (i.e., compression on top) about a horizontal axis, if fck = 40 MPa; fyk = 500 MPa. Given: link diameter = 10 mm; concrete cover = 25 mm unless otherwise stated. 100 150 100 2H10 2H10 4H25 All dimensions are in mm. Fig. Q-1.3 75 550