RUSH "D.39. Compute the ultimate strength capacity of thepositive moment beam design below. f'c= 25.3 MPa, fy=427.6 MPa, bf= 790 mm, t= 90 mm, hw= 440 mm, bw = 450mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details:compression side at top (single layer): 4 - 16 mm dia. ,tension side (double- layered): upper layer is 4 - 28 mm dia.and lower layer is 4 - 28 mm dia."Use the editor to format your answerbrtBar diameters andpositioning in thefigure given are justrepresentations.Refer to the problemdshwstatement for thenumber of bars andbar diameters to usein your computation.25 mmCbbw

Step 1: @Bottom, Ast=2463 mm2 @Top, Ast= 804 mm2 Xu/d =0.87x427.6x2463 / 0.36 x 25.3 x 790x530 =0.24…

"D.39. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.3 MPa, fy= 427.6 MPa, bf= 790 mm, t= 90 mm, hw= 440 mm, bw = 450 mm ds= 10 mm, ct3 30 mm, cb 35 mm. Steel bar details: compression side at top (single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia.

"D.39. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.3 MPa, fy= 427.6 MPa, bf= 790 mm, t= 90 mm, hw= 440 mm, bw = 450 mm ds= 10 mm, ct3 30 mm, cb 35 mm. Steel bar details: compression side at top (single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.3P

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