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1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw...

1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams

1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2. (12 points) Sketch the deflected shape 3. (7 points) A beam and its moment dianramar ehun holaus Club due to moment for the frame in the
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500Li 500lb 5kst fiskt Bloc 10 T Toe soo io 비용을 to sk.ft ke 1000 lb Efn=0 Ha + 5000 = 500x10 [Ha =o) E fuso | V% + Soo +500 == M & A = 0 Ma t 500 x10x10 - Sovo + Suc xio +. 5000 - 5.000 - 5000 - 1000 x 2030FBD plooolb 25ooolbft. 4500 odbft i 5ooolb > 5000 lb 500 tiol t sooo loft 50oolb 1000lb 50006. Soolb . 45000lb ft Scoulle Soo45000 35000 BMD : 30000 SO 1000 toate Soos ԿՏԾՆԾ 5000

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