120 KN 120 KN 120 kN 40 AN 40 kN 60 kN 60 kN 8m Determine the member force on member Fl. 160.997 kN Tension 134.164 kN Compression 215.00 kN Compression

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: *4–140. Replace the loading by an equivalent resultant force and specify its location on the beam,…

A: Given - A simply supported beam  To find- Equivalent resultant force and its location from point A

Q: Calculate the force in member AB. 2 kN 2 m B 2 m 2 m G 3 m 4 kN F E 8.00 kN (C) O 8.94 kN (T) O NONE…

A:

Q: The inverted T section of 6 m overhang bearn has the properties shown. The beam carries a uniformly…

A:

Q: The steel framework is used to support the reinforced stone concrete slab that is used for an…

A: Slab thickness = 200 mm = 0.2 m Shorter span, a = 2 m Longer span, b = 3.5 m To find: The loading…

Q: 00 KN B 60 KN 75 KN 6 at 4 m = 24 m 75 KN 75 KN Determine the member force on member IJ.

A: Given data in question  Load Dimensions  To find out  Member force IJ

Q: Determine FEMAB of the beam with uniform varying load of 33 kN/m, 3 meters from the left fixed…

A:

Q: 102.758 kN Tension 185.540 kN Tension 75. 00 kN Tension 75. 00 kN Compression 243. 375…

A: Given: To find: The member force on member CJ

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

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: What are the three different project models for carrying out construction work?

A: Three different types of project models for carrying out construction work are as follows :-  EPC…

Q: Determine the member force on member FI.

A:

Q: Find the force member CH.

A: solution  these types of the question can be solved by using the method of joints concept

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: Solve for the maximum flexural stress of a 300mm x 650mm rectangular beam. 5864 KN Im 8063 kN 60% m…

A: Rectangular beam = 300mm × 650mm  Determine the maximum flexural stress in the beam.

Q: 25. Which of the follo value of Ay? а. 25 KN b. -40 KN 26. Which of the follo value of Cx? 60 kN -30…

A: To find the support reactions (Ay , Bz and Cx) -

Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B -1.5 m- -1.5 m-

A:

Q: Determine the internal force carried by member CD. 50 kN 50 kN 100 kN 4 m B 3 m

A:

Q: Material - steel truss DISPLACEMENT DETERMINATE TRUSS (EXERCISE 3.2) Ve = ? VA = ? HA = ? A =…

A:

Q: Determine the internal force carried by member AB. 50 kN 50 kN 100 kN 4 m B 3 m

A:

Q: compute the force in member LP

A: To Determine Force in member LP.

Q: Find the moment of inertia (Ix, mm") of the composite shape from the bottom pase. Type answer in two…

A:

Q: 600 KN 240 KN 16m A F В 12m 12m 12m 300 KN 9) Find the force in member DE. 25 KN

A:

Q: 2 kN 2 m В 2 m 2 m 3 m 4 kN E O 8.94 kN (C) O 8.00 kN (T) O 8.94 kN (T) O NONE OF THE GIVEN CHOICES…

A:

Q: depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own…

A:

Q: 5 @ 3 m = 15 m 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN 20 kN- 40 kN- A

A:

Q: For the beam in the figure; a) Find the coordinates of the geometric center and the moments of…

A: Draw the figure.

Q: 3. Determine the angle 0 for the connecting member A to the plate so that the resultant force of FA…

A:

Q: Determine the forces in members EF, BF and BC. F 2.74 m 3.66 m 2.74 m B C 13.35 kN 2.74 m E.

A: Let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…

Q: Reinforced Depth Singly 5.75mm. and a Beam width of 250mm. if the Beam is reinforced with…

A:

Q: Ex (2): A E= 2 * 108 KN & 1=1 * 104 mª m² Required: Ac,v = 15 kN/m " 6 m ....mm eD= .........rad 150…

A:

Q: 7. Get the force in CD and CE. 30 kN 1.5 m A 20 kN B C D F E G -2 m2 m2 m 2m

A: Given: Required : Force in CD and CE

Q: Why cross drainage works are constructed? Enlist different types of cross drainage works. and…

A: A cross drainage work is a structure carrying the discharge of a natural stream across a canal…

Q: 2/7 The two structural members, one of which is in ten- sion and the other in compression, exert the…

A: Given data : The value of compression force P=3 KN The value of tension force Q=2 KN Angle which…

Q: Determine the force member DE? 2 m 2 m 160 kN 160 kN

A:

Q: Q.81 The point of contraflexure in the beam from C will be 10 kN 10 kN/m 10 m 2 m C

A:

Q: 43 kN/m -4 m 29 kN/m 8m 4m 133. KN 81. kN - m

A:

Q: 10 kN 10 kN Determine the force in member CJ, in kN. E 6 m L K J 1 H 10 kN 6 panels at 4 m- O 14.14…

A:

Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B - 1.5 m 1.5 m

A:

Q: 20 KN F

A: By using joint method, Take joint F, So, we have two member in this FD and FE. Now we need to find…

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.