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Problem 1 For the structure shown in Figure 1, complete the following: A. Calculate the reactions B. Draw axial, shear, and b
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Fax 5ft * Isit A) Rot RR = 3+0.75*20 (i) RATRR = 18 Taking moment about A (M) 20 RB X 20 = 3x5 +(0.75*20) 20 R2X20 = 165 [ RB12K Isft FB:D ---RB Isft sft straight line Orial force No axial force diagram 9.71 SED - 88.25 37.375 45.375 B-M-D ALc) at x = 62inch = sft P=0 v=6k M= 39.375 K.ft for shear force calculations Before (c) xx = RA-wx at x=0,=0.75-0.7500 at x =5Moment calculations refe Before (c) Mx-x = RAx-wx = 9.45- 0.Aga at x = 5ft = 9.755 -0.75*82 I Mat was = 39.375 koft After (c

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