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Q: draw the loading and moment diagram

A: A shear force diagram is given we need to draw loading and bending moment diagram

Q: Determine the maximum shear and moment of the beam shown. Sketch the shear and moment diagram. Round…

A: Maximum moment- The maximum bending moment occurs at the position where the shear force is zero or…

Q: EXERCISE 1) 2 kv.m G- -TO 1.0m 2m T.C. 3m 15 kN/m

A: Given data:

Q: Determine the maximum shear and maximum moment in the Girder 6 (Girder BE). (All dimensions are in…

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Q: Situation 8: Light grade steel channels are used as purlins as shown in the figure. The top chords…

A: Loads acting on buildings and other structures are broadly classified as vertical loads, horizontal…

Q: Draw the shear and moment diagrams for the following beams show your solution.

A: Divide the beam into two parts ABC and CD

Q: 2 m 150 kN 70KN/m | 1m 10 KN/m 1 m 2m 5.

A: Given : Point load is acting downward - 150KN Beam is cantilever

Q: 50KN-m 60 KN/m 1m 1m 3m 2m

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Q: 4-53. Determine the moment of force F about an axis extending between O and A. Express the result as…

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Q: Three boards each 50mm thick, are nailed together to form an I-Beam that is subjected to a vertical…

A: Vertical Shear in beam, V = 1200 N Allowable shearing force for each nail, F= 400 N Three boards of…

Q: What is the interaction value for combined moment? Considering sag rods and tie rods at third points…

A: Given that :- Purlin is spaced at = 1.1967 mRequired that :-What is the interaction value for…

Q: Draw the shear and moment diagrams for the following beams show your solution.

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Q: 2. Consider the given frame below. Take note that points B and C are internal hinges. Determine the…

A: Given- A framed structure carrying different loading system. Required - To calculate horizontal and…

Q: 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are…

A: Purlin is spaced at = 1.1967 m

Q: The device shown is used to straighten bowed decking boards just prior to final nailing to the…

A: Given, r=507 mm s=175 mm α=2.1°β=15° Force=P

Q: What is the interaction value for combined moment? Considering sag rods and tie rods at midspan (2…

A: Purlin space =1.1967 mThe truss height =4 m

Q: Draw the shear and moment diagrams for the following beams show your solution.

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Q: 4. 4 kN/m 3 kN Arfin 6 kNm 3 m 3 m 2 m

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Q: •3. Draw the shear and moment diaoram, and determine the max shear and maximum moment. 30 kN/m OD 3m…

A: A loaded simply supported  beam is given in the question and it has been asked to determine and draw…

Q: Question 8 Draw the shear and moment diagrams for the beam loaded at its center by the couple C.…

A: If any body is in in equilibrium then : Sum of all the forces in x-direction must be equal to zero…

Q: What is the maximum moment about minor axis in N-m? Considering sag rods and tie rods at third…

A: Purlin is spaced at = 1.1967 m

Q: A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are…

A: Purlin is spaced at = 1.1967 m

Q: 120 KN/m 3m 2m W1 KN/m 5m w2 KN/m 3.

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Q: 10 kN A -20 kN/m 3 m 12 kN/m 3m B

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Q: An intermediate beam is carried by a girder at its midspan. The intermediate beam has a dimension of…

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Q: What is the interaction value for combined moment? Considering sag rods and tie rods at third points…

A: Purlin is spaced at = 1.1967 mTo find :The interaction value for combined moment

Q: Replace the loading system by an equivalent resultant force and couple moment acting at point O.

A: The given figure is shown below:

Q: Consider the truss structure and the loading given below. a) Compute the average axial stress on…

A: Take equillibrium at point B to find force

Q: Replace the loading system by an equivalent  resultant force and couple moment acting at point O

A:

Q: Replace the loading system by an equivalent resultant force and couple moment acting at point O.

A: Consider the given figure.

Q: Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank…

A: Area of loading per purlin = 5.5 X 1.1967 = 6.58185 Load per purlin = (900 + 850) X 6.58185 =…

Q: 5 m 5 m 2m 2 m 12 kN 4 kN 12 20 -20 -12 -4 kN Shear Diagram LLI B

A: Shear force diagram is the representation of forces on beam and their variation with respect to…