10.5 Force MerHoD oF ANAWSIS: FRAMES 4q7 PJrrosems 1-1. Determine the reactions at the supports A and B.ED is constant. "10-4. Determine the reactions at the supports A, B, and. ‘Crthen draw the shear and moment diagram. Eis constant Prob. 10-1 10-2, Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams, EY is ‘constant. kip Skip 4 5. pron —bise Prob. 10-2 10-3, Determine the reactions at the supports A and B. Eis constant, Prob. 10-4 10-5. Determine the reactions at the supports, then draw the shear and moment diagram. EZ is constant Prob. 10-5 10-6. Determine the reactions at the supports, then draw the moment diagram. Assume B and C are rollers and A is pinned. The support at B settles downward 0.25 ft, Take E = 29(10°) ksi, 1 = 500 in' aki Prob. 10-310.5 Force MerHoD oF ANAWSIS: FRAMES 419 10-13, Determine the reactions at the supports. Assume A 10-15. Determine the reactions at the supports, then draw and C ate pins and the joint at B is fixed connected, Eis the moment diagram for each member. ET is constant, constant 10k 1 fore se a Join ln oe Prob. 10-13 Prob. 10-15 W-14, Determine the reactions at the supports. EV is ‘constant. “10-16, Determine the reactions at the supports Assume Ais fixed connected. F is constant 00 byse 1250 (107) mm |-_-——— Ine = 625 (10%) mt 120 kN Prob. 10-14 Prob. 10-16420 CHAPTER 10 ANALYSIS oF STATICALLY IN ERWINATE STRUCTURES 8Y THE FoRCE METHOD W0-17, Determine the reactions at the supports. E/ is 10-19. The stecl frame supports the loading shown. constant, Determine the horizontal and vertical components of reaction at the supports A and D, Draw the moment diagram for the frame members. E is constant. Rn Prob. 10-17 ist 40-48. Determine the reactions at the supports A and D. Prob. 10-19 ‘The moment of inertia of each segment of the frame is listed in the figure. Take E ~ 29(10") kei *10-20, Determine the rections atthe support Assume A aye and B reins theme a Cand at fed ome eLITITITTTT 1. ask/f na + 50 Prob. 10-18, Prob. 10-20Ei 10.9 Summeraie SraUcTURES 431 10-25, Determine the force in each member of the truss. AE is constant, Prob. 10-25 10-26, Determine the force in each member of the truss. The cross-sectional area of each member is indicated in the figure. E ~ 29(10") ksi. Assume the members are pin connected at their ends. 10-27. Determine the force in member AC of the truss. AE is constant 10kN Prob, 10-27 %40-28, Determine the force in member AD of the wuss ‘The cross sectional zea ofeach member is shown inthe fig- ure. Astume the members are pin connected at their ends (108) ka11.3. ANAWsIs oF Beaws 467 PJrrosems AL-L Determine the moments at A, B, and C and then raw the moment diagram, EI is constant, Assume the support at B isa roller and A and C are fixed, 3k 3k 4k Sea 7 safaa-tsa-}—ion 108 Prob. 11-1 11-2, Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated in the figure, Assume the support at Bisaroller and A and C ae fixed. E = 29(10' ksi boots 4 lt Taw 900; B iye= 120050" }-— en —__p set sng Prob. 11-2 U-3. Determine the moments at the supports A and C, then draw the moment diagram, Assume joint B is a roller. Elis constant. e —— smb isn St Prob tt “11-4, Determine the moments at the supports, then draw the moment diagram, Assume B is a roller and A and C are fixed, Eis constant. SKN 15KN 15 kN 11-8. Determine the moment at A, B, Cand D, then draw the moment diagram for the beam. Assume the fupports at ‘A and D are fixed and B and C are rollers. ET is constant, 1-6. Determine the moments at A,B, C and D, then draw the moment diagram for the beam, Assume the supports at A and D are fixed and B and C are rollers. ET is, constant wn ne Strelsolon Prob. 11-6468 CHAPTER 11. DIsPLACEMEN AL-7. Determine the moment at B, then draw the moment diagram for the beam. Assume the supports at A and C are pins and B is a roller. Eis constant MertHoo oF ANALYSIS: SLoPE-D) crlon Eavarions L-10. Determine the moments at A and B, then draw the ‘moment diagram for the beam, Tis constant, foun 2x00 2oo ne i ri a 30 ft ———}10 ft] “1-8. Determine the moments at A, B, and C, then draw the moment diagram, ET is constant. Assume the support at Bisa roller and A and C are fixed, Prob. 11-10 U-IL Determine the moments at A, B, and C, then draw the moment diagram for the beam. Assume the support at ‘Ais fixed, B and C ate rollers, and D isa pin, Elis constant, LL-9, Determine the moments at each support, then draw the moment diagram. Assume A is fixed. ET's constant, Ls hte | 200} sp saben] Prob. 11-9 Prob. U-i “11-12. Determine the moments acting at A and B. ‘Assume A is fixed supported, Bisa roller, and Cis a pin. ET is constant. 204N/m son482 CHaprer 11 DIsPLAcEMENT METHOD OF ANALYSIS: SLoPE-D: crlon Eavarions PE frrosems LL-18. Determine the moments at A, B, and C, then draw the moment diagram for each member. Assume all joints are fixed connected, ET is constant. 1st Prob, 11-13 11-44, Determine the moments atthe supports then draw the moment diagram. The members are fixed connected at the supports and at joint B, The moment of inertia of each ‘member is given inthe figure. Take E = 29(10°) ksi 20k Prob. 11-14 1-15. Determine the moment at , then draw the moment diagram for each member of the frame, Assume the support at Ais fixed and Cis pinned. £/is constant. Dini | 3m Prob. 15 “IL-6, Determine the moments at B and D, then draw the moment diagram. Assume A and C are pinned and B and D are fixed connected, ET is constant, sk Se Prob. 11-16434 CHaprer 11 11-21. Determine the moment at joints C and D, then draw the moment diagram for each member of the frame, Assume the supports at A and B are pins, ETis constant. BEN/m DisPLaceMENr METHOD OF ANALYSIS: SLoPE-D: crlon Eavarions 11-23. Determine the moments acting at the supports A and D of the battered-column frame, Take E = 29(10") ksi I= 600 in‘ yt 11-22, Determine the moment at joints A, B, C, and D, then draw the moment diagram for each member of the frame, Assume the supports at A and B are fixed. ET is constant Prob, 11-22 Prob. 11-23 “11-24, Wind loads are transmitted to the frame at joint E. WA, B, E, D, and F are all pin connected and C is fixed connected, determine the moments at joint C and draw the ‘bending moment diagrams for the girder BCE, Bs constant. new506 CHAPTER 12. DISPLACEMEN MetHoo oF ANALYSIS Moment DISTRIBUTION 6 12-4. Determine the moments at and C. ET is constant, Assume B and C are rollers and A and D are pinned. st Lace 12-2, Determine the moments at A, B, and C. Assume the support at Bisa roller and A and C are fixed. ET is constant. 208 Prob. 12-1 skit “12-4. Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed, ET is constant S001 r s00Ibytt 200 [21 150 Prob. 12-4 12-5, Determine the moments at B and C, then draw the ‘moment diagram for the beam, Assume C isa fixed support Elis constant Dit | 36. 26.0. Prob. 12-2 42-3. Determine the moments at A, B, and C, then draw the moment diagram, Assume the support at B is a roller and A and C are fixed, ET's constant. 00 tb 900 40916 12-6, Determine the moments at B and C, then draw the moment diagram for the beam. All connections are pins. ‘Assume the horizontal reactions are zero, ET's constant EN /m TERN