Find the questionIn ACI.Thanks. Given: A doubly reinforced rectangular concretebeam is subjected to a factored ultimate momentM,-1396 kN.m. Assume f= 28 MPa, 1,= 420MPa. Assume d = 75 mm, d= 700 mm, and b=380 mm. Design the section for this ultimatemoment. Consider that P =Pa.005 = 0.01806 assingly reinforced beam. Keep the draft of yourmaxcalculations with you; just fill your answers to thequestions shown below, and no need to send anyattachment.Check the capacity of the section if singlyreinforced, and calculate Mamax=kN.mWhat is the required area of tension steel A, (mm)?mmWhat is the required area of compression steel A',(mm)?mmWhat will be the compression steel (A) conditionat ultimate?

Given: Mu = 1396 kNm fc = 28 MPa fy = 420 MPa d' = 70 mm d = 700 mm b = 380 mm

Given: A doubly reinforced rectangular concrete beam is subjected to a factored ultimate moment M,=1396 kN.m. Assume f= 28 MPa, 1 = 420 MPa. Assume d = 75 mm, d= 700 mm, and b= 380 mm. Design the section for this ultimate moment. Consider that pmar "Po 00s = 0.01806 as singly reinforced beam. Keep the draft of your calculations with you; just fill your answers to the questions shown below, and no need to send any attachment. Check the capacity of the section if singly reinforced, and calculate Mamax kN.m What is the required area of tension steel A, (mm) mm What is the required area of compression steel A', (mm)? mm What will be the compression steel (A) condition at ultimate?

Given: A doubly reinforced rectangular concrete beam is subjected to a factored ultimate moment M,=1396 kN.m. Assume f= 28 MPa, 1 = 420 MPa. Assume d = 75 mm, d= 700 mm, and b= 380 mm. Design the section for this ultimate moment. Consider that pmar "Po 00s = 0.01806 as singly reinforced beam. Keep the draft of your calculations with you; just fill your answers to the questions shown below, and no need to send any attachment. Check the capacity of the section if singly reinforced, and calculate Mamax kN.m What is the required area of tension steel A, (mm) mm What is the required area of compression steel A', (mm)? mm What will be the compression steel (A) condition at ultimate?

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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