Compute the axial compressive strength Pn and moment capacity Mn of the following tied column when the largest strain in the concrete is 0.003 and the strain in the tension reinforcement is 0.003. Note that you should not include φ in the answer and that you should not consider Pn,max.b = 16 in.h = 24 in.Clear cover to ties = 1.5 in.Number of longitudinal bars = 6Size of longitudinal bars = No. 7Size of ties = No. 4Concrete strength = 5,000 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 60,000 psi

Determine the maximum axial strength φPn,max for the following circular spiral column.Column diameter, h = 18 in.Number of longitudinal bars = 16Size of longitudinal bars = No. 8Size of spirals = No. 4Concrete strength = 7,000 psiYield strength of longitudinal bars = 60,000 psiYield strength of spirals = 60,000 psi

Use the interaction diagrams found in Appendix A of the textbook to determine whether the following rectangular tied column with bars in 4 faces can safely support a load of Pu = 1,568 kip and Mu = 522.7 kip-ft.b = 16 in.h = 28 in.fc’ = 4 ksify = 60 ksiγ = 0.75ρg = 0.05

Determine the required splice length for the galvanized longitudinal bars in the following tied column made of normal-weight concrete. Assume that some of the longitudinal bars are in tension and that the connection should be designed as a Class B contact lap splice. Use ACI 318-14 Table 25.4.2.2 to calculate the development length, and assume that the ties satisfy the Code minimum.Column width, b = 22 in.Column thickness, h = 24 in.Clear cover to ties = 1.5 in.Number of longitudinal bars = 12Size of longitudinal bars = No. 10Size of ties = No. 4Concrete strength = 4,500 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi

Determine the required splice length for the galvanized longitudinal bars in the following tied column made of normal-weight concrete. Assume that some of the longitudinal bars are in tension and that the connection should be designed as a Class B contact lap splice. Use ACI 318-14 Table 25.4.2.2 to calculate the development length, and assume that the ties satisfy the Code minimum.Column width, b = 24 in.Column thickness, h = 18 in.Clear cover to ties = 1.5 in.Number of longitudinal bars = 4Size of longitudinal bars = No. 6Size of ties = No. 3Concrete strength = 6,000 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi

Use the interaction diagrams found in Appendix A of the textbook to determine whether the following circular spiral column can safely support a load of Pu = 603 kip and Mu = 241.3 kip-ft.h = 16 in.fc’ = 4 ksify = 60 ksiγ = 0.9ρg = 0.01

Determine the maximum axial strength φPn,max for the following tied column.Column width, b = 26 in.Column thickness, h = 24 in.Number of longitudinal bars = 4Size of longitudinal bars = No. 6Size of ties = No. 4Concrete strength = 3,000 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi

Determine the maximum axial strength φPn,max for the following circular spiral column.Column diameter, h = 26 in.Number of longitudinal bars = 8Size of longitudinal bars = No. 9Size of spirals = No. 3Concrete strength = 7,500 psiYield strength of longitudinal bars = 60,000 psiYield strength of spirals = 60,000 psi

Use the interaction diagrams found in Appendix A of the textbook to determine whether the following circular spiral column can safely support a load of Pu = 0 kip and Mu = 53.9 kip-ft.h = 14 in.fc’ = 4 ksify = 60 ksiγ = 0.9ρg = 0.04

You need to collect blood from a dog donor for a blood transfusion. This dog weighs 100 pounds and is healthy and in normal body condition. Calculate the maximum volume of blood you can safely collect from this dog right now.  Be sure to include correct units when reporting your final answer. You do not have to show your work to receive full credit for your response; however, I can only give partial credit if you do show your work. 🙂