QUESTION 2 If the beam width (bw) is taken to be 0.4 meters, the beam height is taken as you calculated in Question 1, a

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QUESTION 2 If the beam width (bw) is taken to be 0.4 meters, the beam height is taken as you calculated in Question 1, and the minimum reinforcement ratio (9) you calculated in Question 1 has to be taken as the design reinforcement ratio, determine the following: 1. Area of steel reinforcement (Please see Lecture 5) 2. Number of bars required against the calculated area of steel reinforcement. Use No. 20 bars (Please see Lecture 5)
P-P 나나
QUESTION 2 If the beam width (bw) is taken to be 0.4 meters, the beam height is taken as you calculated in Question 1, and the minimum reinforcement ratio () you calculated in Question 1 has to be taken as the design reinforcement ratio, determine the following: 1. Area of steel reinforcement (Please see Lecture 5) 2. Number of bars required against the calculated area of steel reinforcement. Use No. 20 bars (Please see Lecture 5)
d-d QUESTION 1 In the design of a building to be built in Istanbul, Turkey (an earthquake prone area), the clear span length between the showed two columns (L) is 4 meters and the thickness of the slab (t) is 0.20 meters. The concrete class used for this project is C35 and the reinforcement bars are from steel class B420C. Determine the following: 1. Minimum required height (h) of the beam 2. Maximum possibe height (h) of the beam 3. Minimum required reinforcement ratio () for the tension section of the beam 4. Maximum possible reinforcement ratio (p) for the tension section of the beam 5. Maximum spacing of stirrups in the tensile region of the beam (s) 6. Maximum spacing of stirrups in the confinement region of the beam (s') QUESTION 2 If the beam width (bw) is taken to be 0.4 meters, the beam height is taken as you calculated in Question 1, and the minimum reinforcement ratio (P) you calculated in Question 1 has to be taken as the design reinforcement ratio, determine the following: 1. Area of steel reinforcement (Please see Lecture 5) 2. Number of bars required against the calculated area of steel reinforcement. Use No. 20 bars (Please see Lecture 5)