Reinforced Concrete Design Homework #7 Due: April 8 8.3. The short colume shown in Fig. P3.3 will...
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 valoes with those obeained using Graph A.10 in Appendix A. 284 DESIGN OF CONCRETE STRUCTURES Chapter& (c) Show oe the same drawing the design strength curve obtained through introduction of the AC14 factors. (a) Design the lateral reinforcement for the column, giving key dimensions for ties. Pure Bending
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 valoes with those obeained using Graph A.10 in Appendix A. 284 DESIGN OF CONCRETE STRUCTURES Chapter& (c) Show oe the same drawing the design strength curve obtained through introduction of the AC14 factors. (a) Design the lateral reinforcement for the column, giving key dimensions for ties. Pure Bending