The doubly reinforced rectangular concrete section shown in Figure A-1 is reinforced with4N24 bars in tension and 2N20 bars in compression. The section has a width b= 250 mm anddepth = D mm.Given: Concrete compressive strength fe = 50 MPa, yield strength of reinforeing steel. fg =500 MPa. Find other required data from AS3600-2018.a) Calculate the beam depth, D where D= 500+20n[Take n = 5th digit of your student number. For example: your student number =18503679, n = 3; D = (500 + 20*3)=560 mm]Note: Use the calculated D from (a) for the further calculation in (b-c).b) Calculate ultimate moment capacity (Mu) of the section.c) Check ductility of the section according to AS3600-2018.2502N204N24Figure A-1Please answer all parts n=050 -

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The doubly reinforced rectangular concrete section shown in Figure A-1 is reinforced with 4N24 bars in tension and 2N20 bars in compression. The section has a width b= 250 mm and depth = D mm. Given: Concrete compressive strength fe = 50 MPa, yield strength of reinforcing steel, fy = 500 MPa. Find other required data from AS3600-2018. a) Calculate the beam depth, D where D 500+20n 5th digit of your student number. For example: your student number = [Take n = 18503679, n = 3; D= (500 + 20*3)=560 mm] Note: Use the calculated D from (a) for the further calculation in (b-c). b) Calculate ultimate moment capacity (M) of the section. c) Check ductility of the section according to AS3600-2018. 250 2N20 4N24 Figure A-1 Please answer all parts n=0

The doubly reinforced rectangular concrete section shown in Figure A-1 is reinforced with 4N24 bars in tension and 2N20 bars in compression. The section has a width b= 250 mm and depth = D mm. Given: Concrete compressive strength fe = 50 MPa, yield strength of reinforcing steel, fy = 500 MPa. Find other required data from AS3600-2018. a) Calculate the beam depth, D where D 500+20n 5th digit of your student number. For example: your student number = [Take n = 18503679, n = 3; D= (500 + 20*3)=560 mm] Note: Use the calculated D from (a) for the further calculation in (b-c). b) Calculate ultimate moment capacity (M) of the section. c) Check ductility of the section according to AS3600-2018. 250 2N20 4N24 Figure A-1 Please answer all parts n=0

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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Please give me the correct solutions and answer of this problem in principles of reinforced/prestressed concrete
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