Solve for reinforcements concrete design Reinforced Concrete Design Homework #7 Due: April 8 8.3. The short...
Solve for reinforcements concrete design Reinforced Concrete Design Homework #7 Due: April 8 8.3. The short colume shown in Fig. P3.3 will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are,-60 ksi and 4 ksi へー6No. 11 (No. 36) -」3小- (a) Construct the nominal strength interaction curve for this olumn, cakco- lating no fewer than five points, including those corresponding to pure bending, pure axial thrust, and balanced failure. (b) Compare the cakculated...
1) [Design] A reinforced concrete column is to be sized to carry pure axial compressive load. According to ACI 318, what is the smallest possible cross-sectional area (Ag) that the column can use in design supporting an axial dead load of 200 kips (unfactored) and live load of 400 kips (unfactored). Use fc = 4,000 psi and fy = 60 ksi. Assume pe = 0.08 and ties for transverse reinforcement. Be sure to include the appropriate design factors and use...