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Q1: For the frame shown in the Fig. (1), check the determinacy and stability then draw the axial force, shearing force, and b
1.2 k/ft Pin OC 25 k 15 ft 15k B 20 ft 15 ft A 30 ft Fig. (1)
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Answer #1

1.2kift B Isft ask / 30ft - T 20ft Isk HA Isft DH₂ t ET H ~ Rp + Qabo Istatic in Determinacy internal indeterminacy externalAxial force 27.16k 27.16k Beam BC 1.2klft troft tano = 1/3 - RC(31-62) +1-2(30)(15) 7350-0 JR = 28 14 41 RB=6.054 350 kft B37

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