Fig. P4.76 Problem 6 4.80 Neglecting friction and the weights of the members, compute the magni- tudes of the pin reactions at A and C for the folding table shown. Answer: RA=411 N, Rc=416 N 0.6 m 300 N/m 1.2 m 0.8 m 0.8 m Fig. P4.80

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

A: Concept: Given problem can be solved using equations of static equilibrium. Since we have 4 unknowns…

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

A: Given -

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

A: Since the supports are hinged so there will be two reactions at each support one horizontal and one…

Q: 9o L2 P.

A:

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. Determine the reactions and the force in each member of the truss shown in Fig. below by the…

A: External SI = R-r = 0Internal SI = (m+r)-2j = 1Hence, 1 Internal redundant needs to be…

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: 4. Determine the reactions and draw the shear and bending moment diagrams for the beam shown…

A:

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: Classify each of the structures as statically determinate, statically indeterminate, or unstable. 1.…

A:

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 reactions and the force in each member of the trusses shown in Figs. using the method…

A: Consider the free body diagram;

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs.…

A: sign convention:for forces use coordinate system for moment take clock-wise as negative and…

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: Q-1 Use the method of consistent deformations to determine the reaction components, and draw the…

A:

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

A: Consider the frame Compute the degree of indeterminacy Total number of reactions of the given beam…

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: couple of that same magnitude M were applied in a counterclockwise direction, what would be the…

A: Solution: Considering the diagram: If Ax=0Bx=-Ax=0Cx=Bx=0For AB:Ay=By=1752Ay=By==87.5 lb (Use…

Q: 3. Determine the reactions and draw the shear and bending moment diagrams for the beam shown using…

A: The given information is as follows:   We have to find the following:  Reaction of the beam  Shear…

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

A:

Q: Determine all the reactions for the given structure. Joint C can be assumed to act as a hinge.…

A: Given data  Determine support reaction and horizontal component at C.

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 and draw the shear and bending moment diagrams for the beams shown in Figs.…

A: Solution;

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

A:

Q: 1.5k/pie 10 k-pie 10k-pie +10 pies- A 10 pies- 20 pies 20 pies Prob. 12-11

A:

Q: Determine the member end moment and reaction for the structure shown below by using kanis method

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: (b). Determine all the zero force members in Figure 8b. Figure 8b 6

A: As per the guidelines we need to answer only the first question so please repsot rest questions…

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

A:

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs.…

A:

Q: d normal strain (Ex-x) at section X-X. hear strain (yx-x) at section X-X. nodulus of steel are, E, =…

A: cos  45 =12θ= tan-143= 53.15°                   component of reaction R1& R2  in x & y…

Q: Determine the reactions and the force in each member of the truss shown in Fig. 13.11(a) by the…

A: Given  Truss having simple support at A and roller support at D  A is having two reactions while D…

Q: Determine the reactions at the supports for the prismatic beam of Fig.

A: ∑MA = 0 (Taking Clockwise +ve and Anticlockwise -ve) wx*x*x/2 -MA+M +V*x = 0 w*x32+V*x = 0

Q: HW2: Analyze the truss shown in the figure, EA is constant for all members

A: Question is based on the truss supported on the hinge and roller support . Loading condition on…

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.