Problem 1. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is constant. Ignore the self-weight of beam AC. 9 k/ft 14 ft Figure 1 Problem 2. Solve Problem 1 using Multiframe software. Ignore the self-weight of the beam. Submit a snapshot of your Multiframe model and answers including the shear and moment diagrams. If required, assume: E 29,000 ksi (kips/in.²) I-3,010 in.¹ (W14x233) E-29,000 ksi (kips/in.2) I=4,330 in. (W18X211) 6 k/ft Problem 3. Determine the support reactions. Assume B is a pin and A and C are rollers. El is constant. Ignore the self-weight of beam AC. 6 k/ft 14 ft 14 ft Figure 2 18 ft Page 1 of 2 Problem 4. Solve Problem 3 using Multiframe software. Ignore the self-weight of the beam. Submit a snapshot of your Multiframe model and answers including the shear and moment diagrams. If required, Assume: you need to do all of the questions and make sure ot follow the instructoins given

Fig: 1