A 2m propped beam carries a distributed load that varies from zero at point A and "w"kN/m at point B. If the vertical reaction at point B is 46.4kN, solve the following unknowns using DIM w L в What is the value of "w"? kN/m (Note: NO NEGATIVE ANSWER) Determine the moment reaction at fixed support. kN-m (Note: Put a negative sign if the rotation of this moment reaction is CCW otherwise don't put any signs)

Q: Q4: Determine the member end moments and reactions for the beam shown below using the…

A: Solution: Given: slope Deflection Method: Fixed end moments: Span AB: MFAB=-wl212=-2 × 15212=-37.5…

Q: :For a continuous beam loaded as shown in figure. Assume El is Slope Deflection Equations. mpute the…

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Q: Calculate the bending moment at B. Let W = 14 kN/m

A: Given data  Find moment at support B.    Point C is hinge connection, so moment about hinge from…

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

A: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Q: A. Determine the y component of reaction at A. B. Determine the x and y components of reaction B. C.…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.