The atomic packing factor of cesium chloride.

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The cantilever beam shown below supports a uniform service (unfactored) dead load of 1.5 kip/ft plus its own self weight, plus two unknown concentrated service (unfactored) live loads, as shown. The concrete has f’c = 6,000 psi and the steel yield strength is 60 ksi. a. Determine the design moment capacity. b. Set up the applied bending moment capacity. c. Calculate maximum safe concentrated live load that the beam may carry.

Answer 1

Question

Chapter 12, Problem 15QAP

To determine

To compute:

The atomic packing factor of cesium chloride.

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