Problem. 3: Determine the reaction forces of the beams A A 3 kN/m 10 m B 5m 6 kN a) B D 5m E 2.5 m 12 kN -5 m b) The 4-kN load is applied just to the right of the pin at D 4 kN --2m-3m-2m-3m- -5 m 6 kN/m D 3 m E F

Q: Draw the influence line for shear force Vc. Enter the magnitude of your and G influence line when…

A:

Q: Q10) Draw the influence line for the force in member GD, then determine the maximum force (tension…

A: Given  A uniform load of 3 KN/ m is acting on the bridge deck.

Q: The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed…

A: RB=6KN ME=4.5KNm C is hinged or pinned here separate SFD and BMD diagram is drawn All maxima and…

Q: e SFD and BMD for the following beam.

A: Given:- Beam To find:- SFD &BMD

Q: 1O KNIM 60 KN 20 KNIM 48KN m A Fixed Pin/hirge 8 m 12 m C (Roller)

A: ∑MB=0 12×10×12×23×12 + 48 - RC×12 + 60×18 = 0 RC = 134 kN ∑V=0 RA+RC= 20×8 + 12×10×12 + 60 RA = 146…

Q: F₁ A F₂ 1.0 m 2.0 m L₂ 4₁ A beam is supported by a pin connection at B and a roller support at D. An…

A: Given a overhanging beam with loading conditions. It is asked to find vertical reaction at B and D…

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.