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

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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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