Using the slope deflection method, determine the moments at the ends of each member of the...
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Using the slope deflection method, determine the moments at the ends of each member of the frame shown in Figure Q4. The support at C, D and E are pinned supports whereas the joints A and B are rigid. Assume El is constant for all members. The length of member AD and member BE is 9 m as indicated in Figure Q4. 60 kN/m 200 kN 3m 20 kN/m 3.5m D 9m 9m B E Figure Q4 20 kN/m 6m 60 kN/m 400 kNm 1.5m 1.5m 2m GE (FEM) GE (FEM) (FEM) (FEM)2PL 9 (FEM) (FEM) (FEM) (FEM) = (FEM) Pb²a SPL 16 wL² 12 4+4+4+4 11² 192 W wl.² 20 Swl.² 96 (FEM) A PL 6EJA V (FEM) +₂) (FEM)= (FEM) (FEM) (FEM) (FEM). (FEM) 2PL (FEM) SPL 16 w/2 Swl.² 192 WL² ") Swl? 96 6EIA D GE (FEM) (FEM/AB=(a+b) (PEMAR (FEM) (FEM) (FEM) (FEMA 3PL 16 (FEM) PL P 45PL 96 SwL² (FEMIA 64 3EIA 2 Using the slope deflection method, determine the moments at the ends of each member of the frame shown in Figure Q4. The support at C, D and E are pinned supports whereas the joints A and B are rigid. Assume El is constant for all members. The length of member AD and member BE is 9 m as indicated in Figure Q4. 60 kN/m 200 kN 3m 20 kN/m 3.5m D 9m 9m B E Figure Q4 20 kN/m 6m 60 kN/m 400 kNm 1.5m 1.5m 2m GE (FEM) GE (FEM) (FEM) (FEM)2PL 9 (FEM) (FEM) (FEM) (FEM) = (FEM) Pb²a SPL 16 wL² 12 4+4+4+4 11² 192 W wl.² 20 Swl.² 96 (FEM) A PL 6EJA V (FEM) +₂) (FEM)= (FEM) (FEM) (FEM) (FEM). (FEM) 2PL (FEM) SPL 16 w/2 Swl.² 192 WL² ") Swl? 96 6EIA D GE (FEM) (FEM/AB=(a+b) (PEMAR (FEM) (FEM) (FEM) (FEMA 3PL 16 (FEM) PL P 45PL 96 SwL² (FEMIA 64 3EIA 2
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