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Homer is reviewing his company’s cloud infrastructure compliance requirements. His organization needs to continuously monitor and evaluate their AWS resource configurations against internal security guidelines, and they want to automate the process of identifying non-compliant resources. Which AWS service would best meet these needs?

Which of the following is generally NOT a primary benefit of using cloud service brokers (CSBs)?

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 = 102 mm, b = 78 mm, and EI = 1.10 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 = 0.88 N. Determine the magnitude of the beam’s slope at C. Let a = 49 mm, b = 58 mm, c = 73 mm, and EI = 0.30 N·m2. Assume that the supports allow rotation but not deflection at A and C.

A straight polymer beam is bent due to moment M = 0.78 N·m. Determine the magnitude of the beam’s largest vertical deflection between A and B. Let a = 112 mm, b = 68 mm, and EI = 0.90 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 = 0.87 N. Determine the magnitude of the beam’s slope at C. Let a = 50 mm, b = 53 mm, c = 77 mm, and EI = 0.25 N·m2. Assume that the supports allow rotation but not deflection at A and C.

Moe is a system administrator who notices that several user accounts in his cloud environment have been granted access to resources they shouldn’t have permission to use. The accounts were originally created with limited privileges, but somehow now have administrative access to sensitive databases. What type of security threat is Moe most likely dealing with?

A straight polymer beam is bent due to moment M = 0.60 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 102 mm, b = 78 mm, and EI = 1.10 N·m2. Assume that the supports allow rotation but not deflection at A and B.

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 = 0.90 N·m2. Assume that the supports allow rotation, no deflection at A and C, and no additional deflection at B.