Solve only six to ten ok just solve good correct Solutions Handwriting Situation 1:Considering the truss shown in the figure, E =200 GPa, Cross sectional area of all membersis 3000 sq mm.The truss is loaded as follows:•5 kN downward vertical loads acting atjoints C, D, and E.B10 kN horizontal load acting at joint F.• 20 kN vertical downward load acting atjoint G.The truss is supported as follows:Pin support at point ARoller support at Point H5 kN5kNVCVE43m 1 33 m5.KND3 mX143XXPOH9m3m 3m4.3mF3 m 20 kN1. Determine the vertical deflection at joint I.2. Determine the vertical deflection at joint G.3. Determine the horizontal deflection at pointG.The beam is loaded as follows:4. Determine the horizontal deflection at pint F.5. If the vertical deflection at point G is limitedto 10 mm only, what is the required cross-sectional area of all the members?Situation 2:Considering the frame shown in the figurebelow, E = 200 GPa, I = 2x10³ mm²8 kN/mB10 kN.4 m3 m3m20 KNUniformly distributed vertical load ofintensity 8 kN/m at member AB• 20 kN point load acting 3m above therocker support.The beam is supported as follows:Fixed support at point ARocker support at Point C6. Determine the vertical reaction at support A.7. Determine the horizontal reaction at supportA.8. Determine the Moment reaction at support A.9. Determine the vertical reaction at support C.10. Determine the horizontal deflection of pointC due to the loads with respect to its originallocation.Situation 3:Considering the fully restrained beam shown inFigure where F-200 CD₂ and 1 - 2v109 mm4PaMThe beam is loaded as follows:GConcentrated moment at a point 5 m.from the left supportLoad P inclined at angle G with respectto the horizontal, acting at 3 m. from theright support.The beam is supported as follows:• Fixed support at the left and right end.If P = 85 kN, M = 120 kNm, L = 14 m., and G =30 degrees.11. Determine the vertical reaction at support A.12. Determine the horizontal reaction atsupport A.13. Determine the Moment reaction at supportA.14. Determine the vertical reaction at support C.15. Determine the horizontal reaction atsupport C.16. Determine the Moment reaction at supportC.17. Determine the deflection at point B.18. Determine the slope at point B.

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Situation 1: Considering the truss shown in the figure, E = 200 GPa, Cross sectional area of all members is 3000 sq mm. The truss is loaded as follows: • 5 kN downward vertical loads acting at A. joints C, D, and E. • 10 kN horizontal load acting at joint F. • 20 kN vertical downward load acting at joint G. The truss is supported as follows: Pin support at point A • Roller support at Point H 5 kN 5kN VE 13 3 m 3m 5,KN D X ROH 3 m 3m 3m Jam 9m F 3 m 20 kN 1. Determine the vertical deflection at joint I. 2. Determine the vertical deflection at joint G. 3. Determine the horizontal deflection at point G. The beam is loaded as follows: 4. Determine the horizontal deflection at pint F. 5. If the vertical deflection at point G is limited to 10 mm only, what is the required cross- sectional area of all the members? Situation 2: Considering the frame shown in the figure below, E = 200 GPa, I = 2x10 mm² 8 kN/m 10 kN 4 m The beam is supported as follows: 3 m 3 m 20 kN Uniformly distributed vertical load of intensity 8 kN/m at member AB 20 kN point load acting 3m above the rocker support. Fixed support at point A Rocker support at Point C 6. Determine the vertical reaction at support A. 7. Determine the horizontal reaction at support 8. Determine the Moment reaction at support A. 9. Determine the vertical reaction at support C. 10. Determine the horizontal deflection of point C due to the loads with respect to its original location. Situation 3: Considering the fully restrained beam shown in Finuro 2 where F-200 CD₂ and 1-2x10² mm² M The beam is loaded as follows: Concentrated moment at a point 5 m. from the left support Load P inclined at angle G with respect to the horizontal, acting at 3 m. from the right support. The beam is supported as follows: • Fixed support at the left and right end. If P = 85 kN, M = 120 kNm, L = 14 m., and G = 30 degrees. 11. Determine the vertical reaction at support A. 12. Determine the horizontal reaction at support A. 13. Determine the Moment reaction at support A. 14. Determine the vertical reaction at support C. 15. Determine the horizontal reaction at support C. 16. Determine the Moment reaction at support C. 17. Determine the deflection at point B. 18. Determine the slope at point B.