H.WI i Determine the Reactions of Supports for the Figure Shown Below. 20KN 10KN/m hinge B. C 4m 3 3m 2m 2m

Q: 100 kN 10 kN/m A 12 m 6 m 13m 21 tie E=Constant

A:

Q: Consider the frame shown in (Figure 1). Suppose that P = 400 N and M = 800 N? m. Find the reaction…

A:

Q: 60 N 0.75 m 1m 90 N

A:

Q: Find the reaction at end A in kN. P = 10 KN E = 2 × 10^5 MPa Area of cross-section, A = 100 sq. mmK…

A:

Q: A prismatic bar is fastened between two rigid walls at A and B and subjected to loads as shown in…

A: To determine:Reaction at supports.

Q: Determine the reactions for the beam loaded as shown in the figure. Explain the procedure

A: Given:- A beam is given with point load, uniformly distributed load, and varying load The magnitude…

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

A:

Q: 4KN 4KN 4KN 2KN 30 6m 309 6m 6m SKN 8KN Figure 5 (#10-#12) os. 10 -12: Refer to figure 5. _10. What…

A:

Q: 29. In an R.C.C structure, the tension zone lies in the: А. О Тор B. O Middle С. Side D. O Bottom

A: This question is related to Design of RCC structure.

Q: Determine the reactions at the fixed support of the structure shown in equilibrium. Hint: A fixed…

A:

Q: DETERMINE THE REACTIONS ON TI 1500 Ib 250 Ib/ft 1000 lb-ft SA- Sft 10 ft

A:

Q: 10 2,0 111111 TE + * E,I and A are constant for both elements Take A-1/2 Answer HI--12,13 kN VI =…

A: Applying degree of freedom numbering. D.O.F no. 4, 5, 6 are free and 1, 2, 3, 7, 8 and 9 are…

Q: Determine the Reactions 3 m +1.5 m-1.5 m- 3 m 4 m C 2 m 4 m EN kN 2 m SN kN B

A:

Q: support at A and B are roller and pin, Q1. (а) Figure Q1(a) shows a beam loaded with a point load…

A:

Q: determine the types of support with reaction. check the determinacy apply equilibrium equation plz…

A: Given data in question  Frame To find out  Type of support  Indeterminacy  Note Ds= degree of static…

Q: A truck with axle load of 30 kN and 50 kN on a wheel base of 5m rolls across a 10m span. Compute the…

A:

Q: Problem 01. The roof truss is loaded as shown in the figure. Determine the following; a) The support…

A:

Q: Weight of a homogeneous bar AB is 600 lb. Calculate the reactions at supports A and B.

A: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support B = 120…

Q: 1800 kN/m 600 kN/m The member BC is subjected to the distributed load as shown in the figure.…

A: Step 1

Q: Use approximate analysis to determine support reaction in this frame hown in Figure. 4 KN/m 80 kN 4…

A: For using the approximate analysis Vertical equilibrium equations will be written for every…

Q: 600 lb 200 lb 4' 15' Figure P-342

A:

Q: HW Prob 5: Solve for Reactant A andB in the following figure: F1=25# F3=150# F2 = UL 15#/LF 20ft RA…

A:

Q: 200 N/m 100 70 N/m A Joom 1.2m 0.6 0.9m 1.8 m

A:

Q: Determine all the supports reaction of the given figure 2 k/ft A 600 k.ft ( 20ft 3 k/ft 20ft 2 k/ft…

A: Find support reaction  Two support reaction at support A and one inclined support reaction at B.

Q: A) Determine the support reaction at A? * B)

A: To find support reaction at A

Q: What will be the reaction at the support for the beam shown? 7000 N 7000 N A -0.75 m- -0.75 m- O a.…

A: Given data  Cantilever beam    Point load  Span length

Q: Find the reaction A @ B following indetermine structure By Force method • Based on conjugate…

A: The given frame is statically indeterminate and cannot be analyzed using the equations of…

Q: Q3: Find the reactions for the following figures 1kN/m 12kNm B - 3m- +Im-2m 2m-

A:

Q: Determine the value of reactions at the supports A & B. see Figure1. Figure1 15 KN/m 10KN/m Britn 4m

A:

Q: Consider the frame shown in (Figure 1). Suppose that P = 400 N and M = 800 N? m. Find the reaction…

A:

Q: A prismatic bar is fastened between two rigid walls at A and B and subjected to loads as shown in…

A:

Q: For the beam shown in the figure a-) Find the equation of elostic curve by integration metho 6-)…

A:

Q: The ratio of reaction RA and Rg of the simply beam in the given figure is supported 5t 3t A 2 m + 2…

A:

Q: b) Draw FBD (Free Body Diagram) of the structure shown in the Figure: Q 5(b). What type of structure…

A: Given data- To find- Reactions at A.

Q: 3. Find the reactions at A and E. H 15 ft 30 ft E Jocool B C D - 40 ft- 40 ft- - 40 ft- - 40 ft- 15…

A: Given data in question  Truss Point loads  Span member length  To find out  Reactions at A and E…

Q: 160 20kN/m C 3m cy 50KN D 3m Ax 4- A Ay 8m

A: take moment about A-Cy×8+160×4+50×3=0  Cy=98.75 KNand  ∑Fx=0Ax-50=0Ax=50  KN ∑Fy=0 ;      Ay+Cy=160…

Q: Tollowing figure, the reaction at the support Bis uniformly distributed load of w N/m, shown in the…

A: Deflection at B due to Uniformly distributed load : δB1=w×L48×EI   Deflection is downward…

Q: E 600 mm D |P 400 mm A B - 600 mm- 600 mm- If the applied force P causes the rigid arm ABC to rotate…

A: