1.Design the connection for Problem 13.27 as a moment connection to resist a factored moment of 200 ft-k in addition to the factored reaction of 60 k. 2. Design the connection for Problem 13.28 as a moment-resisting connection to resist a factored moment of 300 ft-k and a factored shear force of 70 k. 3. A beam cross section is shown in Figure P14.1. Determine the service dead load and live load/ft for a span of 20 ft. The service dead load is one-half of the live load; fc _ = 4,000 psi, f y = 60,000 psi.
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