11-2. Determine the moments at A, B, and C, then draw the moment diagram. El is constant. Assume the support at B is a r

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11 2 Determine The Moments At A B And C Then Draw The Moment Diagram El Is Constant Assume The Support At B Is A R 1 (39.66 KiB) Viewed 75 times

11 2 Determine The Moments At A B And C Then Draw The Moment Diagram El Is Constant Assume The Support At B Is A R 2 (41.46 KiB) Viewed 75 times

11 2 Determine The Moments At A B And C Then Draw The Moment Diagram El Is Constant Assume The Support At B Is A R 3 (27.36 KiB) Viewed 75 times

11 2 Determine The Moments At A B And C Then Draw The Moment Diagram El Is Constant Assume The Support At B Is A R 4 (32.02 KiB) Viewed 75 times

11-2. Determine the moments at A, B, and C, then draw the moment diagram. El is constant. Assume the support at B is a roller and A and C are fixed. 30 KN 10 kN/m 2 m 2 m 4.5m Prob. 11-2 11-6. Determine the internal moment in the beam at B, then draw the moment diagram. Assume A and B are rockers and Cis a pin. 8 kN/m 12 kN/m ABJA 6000 (106) mm USB Inc - 8000 (10) mm -5 m -6 m

11-9. Determine the moments at B and C of the overhanging beam, then draw the bending moment diagram. Er is constant. Assume the beam is supported by a pin at A and rollers at B and C. 24 kN/m D A ПВ 3 m +2m- 11-13. Determine the moments at the ends of each member of the frame. Take E = 200 GPa. The moment of inertia of cach member is listed in the figure. Assume the joint at B is fixed, C is pinned, and A is fixed. 40 kN/in lac 160(10)mm 3m 2 m 20 KN 10 = 110(109 mm 2

11-18. When the 15 kN/m load is applied to the three- member frame the support at D settles 10 mm. Determine the moment acting at each of the fixed supports A, C, and D. The members are pin connected at B.E = 200 GPa, and I = 800(10) mm. 15 kN/m B 3 m 3 m

11-21. Determine the moments at the ends of each member. Assume A and D are pins and B and Care fixed- connected joints El is the same for all members. 45 kN/m C B - 60 KN SAS 2 m 4 m 60 KN 2 m 6 m m