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Question 2: Given that fe=20 MPa and fy=420 MPa. For N=0 and Ed=Ec1=0.00125, calculate the moment capacity (Mr) and the curvature (*) of the double reinforced beam. Note: Use the characteristic strengths of the materials. Clear cover is 40mm. Eş=2x105 MPa. Assume c=135mm for the first trial. 2-014 Properties of Equivalent Rectangular Block h=450mm 0.00025 0.0005 0.001 0.0015 0.002 0.0025 0.674 0.682 0.7 0.722 0.75 0.781 0.178 0.336 0.595 0.779 0.889 0.929 5-016 bw=250mm

Question 2: Given that fe=20 MPa and fy=420 MPa. For N=0 and Ed=Ec1=0.00125, calculate the moment capacity (Mr) and the curvature (*) of the double reinforced beam. Note: Use the characteristic strengths of the materials. Clear cover is 40mm. Eş=2x105 MPa. Assume c=135mm for the first trial. 2-014 Properties of Equivalent Rectangular Block h=450mm 0.00025 0.0005 0.001 0.0015 0.002 0.0025 0.674 0.682 0.7 0.722 0.75 0.781 0.178 0.336 0.595 0.779 0.889 0.929 5-016 bw=250mm

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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Question 2: Given that fe=20 MPa and fy=420 MPa. For N=0 and Ea=Ec1=0.00125, calculate the moment capacity (M-) and the curvature (*) of the double reinforced beam. Note: Use the characteristic strengths of the materials. Clear cover is 40mm. E,=2x105 MPa. Assume c=135mm for the first trial. 2-014 Properties of Equivalent Rectangular Block h=450mm Eci 0.00025 0.0005 0.001 0.0015 0.002 0.0025 0.674 0.682 0.7 0.722 0.75 0.781 0.178 0.336 0.595 0.779 0.889 0.929 5-ф16 bw=250mm
Transcribed Image Text:Question 2: Given that fe=20 MPa and fy=420 MPa. For N=0 and Ea=Ec1=0.00125, calculate the moment capacity (M-) and the curvature (*) of the double reinforced beam. Note: Use the characteristic strengths of the materials. Clear cover is 40mm. E,=2x105 MPa. Assume c=135mm for the first trial. 2-014 Properties of Equivalent Rectangular Block h=450mm Eci 0.00025 0.0005 0.001 0.0015 0.002 0.0025 0.674 0.682 0.7 0.722 0.75 0.781 0.178 0.336 0.595 0.779 0.889 0.929 5-ф16 bw=250mm
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