12 k 6 k 60° 3 4 E10 ft- -10 ft (a) 12 k 6 k y 0° B A RA B. By |4 –10 ft- -10 ft--5 ft (b)

Q: het m 4 m B ・4m-

A:

Q: ld a total of 4 kN load. Cable BC s = free body diagram for the whole : e free body diagram for…

A:

Q: (1) Determine the reactions and the force in each member of the truss shown using the method of…

A:

Q: Q1: Determine the reactions of the truss shown in Fig, using the method of consistent deformations.…

A: Given -

Q: Determine the support reactions of the frame load loaded as shown Determine the reactions 1.5 k/ft…

A:

Q: termine the reactions pins 0.6 m 0.4 m 0.4 m 200 N-m 0.4 m B

A:

Q: 9o L2 P.

A:

Q: determine the reactions at the supports for the structures shown A J 25 kN/m 6 m Hinge 250 KN 6 m B…

A: A frame is pinned at A and B, and also an internal hinge is present at the top of the frame.The…

Q: 6 kips 7 kips 8 kips B 4' 3' in

A: To find the reaction forces . We take moment about the hinge joint is equal to zero .   At hinge ,…

Q: 1. Calculate the reactions. 2. Obtain the required equations for drawing SFD and BMD for each 3.…

A:

Q: If there are two reactions at any of the supports, also determine the total reaction in that…

A: Take moment about A:∑ MA=0RB26-1×2622-2×1622=0RB=22.846k

Q: Determine the reactions at the supports of the beam loaded as shown below: A 10cm 12N 31/660 B 60°…

A:

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures shown in…

A: Solution: Consider the beam as follows: Check the degrees of indeterminacy: The total number of…

Q: Determine the reactions at the supports for the following: 6 in- 5 in 50 lb 3 in 100 in-lb 3 in 30°

A:

Q: Determine the force in each member of the trusses shown in Figs by utilizing structural symmetry

A: Consider the figure, Here, T is the tension and C is the compression.

Q: Determine the reactions for the following structure by using Method of Consistent Deformation.…

A: Given data in question  Point load  Span member length  Propped cantilever  To find out  Reactions

Q: Determine the magnitude of the pin reaction at A as a function of P. The weights of the members are…

A:

Q: The truss shown in Fig. components of the reactions. is supported on roller at A and hinge at B.…

A:

Q: Reaction at support 'B' of the structure shown is P. C L.

A:

Q: Q1/ For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant…

A: To find reaction

Q: 15 ft 2.5 k/ft B A El= constant 15 ft 50 k-ft с

A:

Q: - Determine the reactions at the supports for the structures shown. 20 kN/m 40 KN/m Hinge 5m 100 KN-…

A:

Q: 600 kN m The member BC is subjected to the distributed load as shown in the figure. Determine the…

A: To find Reactions at A and C

Q: Determine the reactions for the beam shown. 12 KN 15 KKNM 6 KNm R1 R2

A:

Q: The 450-kg uniform l-beam supports the load shown. Determine the reactions at the supports. -5.6 m-…

A:

Q: Determine the reactions and the force in each member of the truss shown in the figure below using…

A: This question belongs to structural analysis. In this question forces in each member is to be find…

Q: Determine the reactions at the supports for the structures shown

A: Solution: Let Bx and By be the horizontal and vertical reactions at the hinged support B.  Let Ay be…

Q: A 16 N force produce a moment of 64 Nm. the moment arm is O2m O (2^1/2) m 8 m 4m

A:

Q: 12 K 6K 16t 8' 12' 10

A:

Q: 2000 lb 1000 lb -12 ft B -12 ft- 8ft D E -12 ft 6 ft 6 ft

A: Using the equilibrium equations Σ Fy =0VC + VE = 3000Σ MC = 0-2000 × 24 - 1000 × 16 + VE × 6 = 0VE =…

Q: Determine the reactions at each support of the beam shown in tha figure. EI is constant

A:

Q: Determine the reactions at the supports for the structures shown

A: Support Reactions : 1. Vertical Reactions :

Q: Determine the reactions at the supports for the beams shown below

A:

Q: Solve the reactions at the supports. 20 k- A 1.5 k/ft 12 ft- Hinge 1.5 k/ft 12 ft- B 12 ft 12 ft

A:

Q: Q#2 Determine the reactions on beam shown in figure 78/m21 -12-

A:

Q: Solve the reactions at the supports. T 8 ft 50 k 16 ft 1 A FURETTY NIESN -12A36 ft- Hinge 125 k B 14…

A: its very  easy  questions   you just have to calculate  the moment  about critical points like A,B…

Q: Q 3: For the structure shown in Fig. (3). Determine the reactions at supports A and B. El-constant…

A: In the given figure we can see that there are two different beams, on one beam UDL is acting and…

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.