Q1// Find The reaction for the Tower crane below (dimension in m) 11- W10 kN/m NV-5/m = 17,5 P 10 KN 30 P=30 KN 2 7777 RM₂

Q: -25 kN/m 13 m 75 kN 3 m 4m B

A: Shear Force Diagram: The shear force diagram represents the shear forces at each point on the beam.…

Q: Problem 1: A structure is made of a horizontal beam AF and a weightless inclined bar CD with pinned…

A: Height of beam at A (h1) = 150mm = 0.15m Height of beam at F (h2) = 250mm = 0.25m Thickness of beam…

Q: 24 kN 5 kN 16 KN 16 kN 26 50 kN-m 100° В 35° A 1.6 m 2.2 m 2.4 m |1.2 ml 2.6 m A terrible driver has…

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Q: Using three moment equation method compute and show the complete solution of the ff: 1.RA 8. Moment…

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Q: Using Superposition Method only, solve the following and show your complete solution: 1. Reaction at…

A: Given: Required : Reaction at A  Reaction at B Deflection at midspan

Q: Verticle load is 258 kN as opposed to 25*8kN - Apologies

A: Yes,    As in the previous answer, it is notes as 25×8 .    Now In this Solution I will provide you…

Q: 10 kN 3 kN/m A |B - 6 m -

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Q: Q1] If you know that the value of F=15 kN, N=50kN, what would be the resultant and the angle of…

A: STEP - 1:Given that,F=15kNN=50kNWe know that;STEP -2 :Resultant of friction of x and y component…

Q: Mark all zero-force members in each situation:

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Q: A continuous beam is loaded as shown in the figure below. ASsuming a plastic moment capacity equal…

A: Considering span HI and applying Virtual work method ; We get ; Mp θ + 2 Mp θ = P y Mp θ + 2 Mp θ =…

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.