Match each threat term to its definition.

Selma wants to deploy a group of related containers that need to share the same storage resources and network configuration. What containerization component should Selma use to achieve this setup?

Marge’s company is moving their business data to the cloud. What effect, if any, does the company have to consider in the way they manage their data and IT resources?

A straight polymer beam is bent due to load P = 0.93 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 42 mm, b = 75 mm, c = 63 mm, and EI = 0.20 N·m2. Assume that the supports allow rotation but not deflection at A and C.

Barney is considering implementing IaaS for his company’s new application deployment. Which of the following represents a potential disadvantage of choosing IaaS that Barney should be aware of?

A straight polymer beam is bent due to moment M = 0.70 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 111 mm, b = 69 mm, and EI = 0.85 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A straight polymer beam is bent due to moment M = 0.63 N·m. Determine the magnitude of the beam’s slope at B. Let a = 117 mm, b = 63 mm, and EI = 0.85 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A straight polymer beam is bent due to load P = 0.75 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 46 mm, b = 62 mm, c = 72 mm, and EI = 0.15 N·m2. Assume that the supports allow rotation but not deflection at A and C.

A polymer beam was designed to sit on three supports, but the middle support was accidentally placed 0.2 mm lower than the others. Determine the magnitude of the vertical reaction force at B after moment M = 0.60 N·m is applied and causes the beam to rest on all three supports. Let a = 53 mm, b = 53 mm, and EI = 1.05 N·m2. Assume that the supports allow rotation, no deflection at A and C, and no additional deflection at B.

A straight polymer beam is bent due to load P = 0.92 N. Determine the magnitude of the beam’s slope at A. Let a = 40 mm, b = 62 mm, c = 78 mm, and EI = 0.20 N·m2. Assume that the supports allow rotation but not deflection at A and C.