The value of M in the beam ABC shown in the figure is such that the joint B does not rotate 30 kN/m C A 4m 6m В The value of support reaction (in kN) at B should be equal to

lko

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…

A. Determine the magnitude of normal reaction at A B. Determine the x component of the reaction at B C. Determine the y component of the reaction at B

SITUATION. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m-0.9 m- W=5.4 KN → Zoom image Determine the vertical reaction at C. ic 0.8 m 0.4 m

SITUATION. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m 0.9 m- 0.4 m W=5.4 kN Zoom image Determine the horizontal reaction at A. 0.8 m

The support at B settles by 10mm. What is the effect of this settlement in the bending moment at B (EI = 110x106 Nm²)? A Select one: 6m a. Adds 183 kNm in sagging. b. Adds 183 kNm in hogging. c. No change. d. Adds 91.7 kNm in sagging. 無 B 6m 10 kN/m