A non-prismatic beam ABC of different flexural rigidities as shown in figure is subjected to an external moment M at point B. This moment M causes slope at B to reduce to zero. The applied moment M is 12 kN/m ကမ္ဘာ့အက 21 5m 10 kN I -2m-2m

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In the beam depicted above, ?A is a fixed support. The magnitude of ?=365?/?W=365N/m, ?=60?P=60N and all lengths denoted by ?=1.5?a=1.5m. The system is in equilibrium. Using the given sign convention, answer the following questions. a) Calculate the vertical component of the external reaction at ?A in ???????Newtons. b) Calculate the horizontal component of the external reaction at ?A in ???????Newtons. c) Calculate the moment component of the external reaction at ?A in ??????Newton ??????metres. d) Calculate the shear force at point ?B in ???????Newtons.  e) Calculate the bending moment at ?B in ??????Newton ??????metres. f) Calculate the shear force at point ?D in ???????Newtons. g) Calculate the bending moment (absolute value) at ?D in ??????Newton ??????metres. h) Calculate the shear force at point ?E in ???????Newtons. i) Calculate the bending moment at ?E in ??????Newton ??????metres. j) Calculate the shear force at point ?H in…

Situation # 3: Assume that the frame in figure C is pin-connected at points A, B, and C, and that joints D and E are fixed-connected, solve the following: 8. Bx (in kN) 9. By (in kN) 10. Cx (in kN) 11. Cy (in kN) 3 k/ft B 6 ft D 1.5 k/ft 10 ft 18 ft -18 ft Figure C E