forces are in compression or in tension. 2.85 KN 5.7KN 2. 285 KN 2.85KN E 4,57KN F 2. 285 KN 3M D 3m G 3m 1-8 m

Q: 10 KN 15 KN 10 KN E. 0.9 m p.9m A B IF 1.2m 1.2m 1.2m 1.2m

A:

Q: Calculate the force in member AD

A: We have to find the force in member AD

Q: 2m 2m 1.5m 2m IB D 2m V3 kN V 8 kN What is the reaction at support D in kN? Round off to two decimal…

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Q: Qg. find The pressure at Point A ? b00 B い

A:

Q: 4 m 4 m 4 m | 4 m | 4 m | 4 m K J 6 m M |N H 60°- EQ P 60° 30° 30° 6 m D R 25 kN 25 kN 6 m C 6 m T 6…

A: compute the force in member FJ

Q: Determine the force in member AD for the truss shown using the method of joints. D B 120 kN -4 m 60…

A: A truss is given with hinged support at A and roller support at C.At point D, 60kN and 120kN loads…

Q: Consider the given beam below. Determine the following: 10 KN 11 KN 20 76° A + + 1m im 2m 11 KON 30…

A:

Q: etermine the moment at support A of the compound beam. Assume A is fixed a pin, and C is a roller. A…

A: To find moment at point A

Q: determine the force developed in each cross section.

A: Detailed solution below . Hope it will help you. Good luck.

Q: ATA TB Tc 15 kN B 0.5 m - 2 m. 2 m <1m <1m² Prob. 5–67

A: Data given

Q: Simply-supported beams with overhangs 10 m 40 kNm B +4 10 m 800 R q=5 kN/m 8 m D

A:

Q: I will give upvote . Find roller support reaction

A: This question is related to the Structure Analysis.

Q: F E 60 D 60° Af B. 6 m 6 m 6 m

A:

Q: The axial force in member CB equals 50 kN 100 kN 100 kN 50 kN -3.0- -3.0- -3.0- AV 2.0 m B.

A: To find ,axial force in CB

Q: 5 kN 20 kN/m B. -211 3 m

A:

Q: А 3 m B 6.0 kN 5 m D

A: FAB = 3.6 KN (Tension)FAC= 6 KN(Tension)FBC = 11.66 KN (Compression)explanation is given in below…

Q: 8 kN 8 kN 15 kN/m 20 kN-m B D 000 -1 m -0.75 m- 1 m 1m 0.25 m

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Q: 2. The resultant of three parallel forces (one is unknown) is 30KN acting upward at 10m t the right…

A: The resultant force magnitude =30KNLocation of resultant from A =10m upward

Q: 5. 2 kN 0.8 m B -1 m- H -2 m- F -2 m- D 1 m 1.5 m E

A:

Q: Determine FEMAB of the beam with uniform distributed load of 20 kN/m, 3 meters from the left fixed…

A: Draw the bending moment diagram in parts. Then using moment area theorem 1.the net area of bending…

Q: Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the…

A:

Q: 4 m 4m 4 m 4 m | 4 m 4 m K M 6 m N H EQ F 30° P 60° 60°- 30° 6 m D |R 25 kN 25 kN 6 m C

A:

Q: Determine support reaction . Draw shear force diagram

A: Support reaction : In order to compute the support reaction we took help of three known equilibrium…

Q: Calculate the vertical displacement at the internal hinge.

A: Given : Calculate the vertical displacement at the internal hinge.

Q: Determine all the forces acting on the structure shown. Also, indicate the type of force acting on…

A: To determine the member forces in the given truss.   The given truss can be analyzed using the…

Q: Determine fixed support reaction . I will upvote Give fast answer

A: FBD :

Q: STATICS-METHODS OF JOINTS 1. Determine the force in each member of the truss shown using the Method…

A: Given that:

Q: Find the shear force value at point 3 m from B

A:

Q: Determine the force in member DJ, in kN. 10 kN 10 kN E B F 6 m G L K J H Y10 kN 6 panels at 4 m…

A: To find out the force in member DJ.

Q: B 0.75 m The vertical force at A is: A) 21.58 N B) 67.42 N C) 78.14 N 55⁰ (D) 192.19 N A 1m 0.5 m 50…

A: Given A beam Required  Vertical force at A

Q: Question 6 E F D 225 kN 6 m A B 6 m 6 m Using Cantilever Method, determine the Shear force at EF in…

A: Given data in question  Frame Load Dimension To find out  Shear force in EF

Q: Sample Problems Talking: JOHN MAN SANTOS The gate shown submerged on water is hinged at B and rests…

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Q: Name four zero force members in the Figure. 6 kN 900 N- 2 m 2 m SE B.

A: Given- Trus s diagram with different loads

Q: ») Figure Q3(b) shows a concrete corbel structure, fixed rigidly to a wall support. It is subjected…

A:

Q: 10 kN D 10 kN Determine the force in member DJ, in kN. O E B F 6 m Ag H 10 kN 6 panels at 4 m- K J O…

A: Determine the force in member DJ, in KN.