What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m O -80 KN-m What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m What is the degree of curve in the shear diagram at segment AB? First Degree Zero Second Degree Third Degree

Q: D 4 3

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Q: Draw Shear and bending Moment diagram for the following:

A: Draw the shear force and bending moment diagram of the given beam.

Q: Draw the shear and moment diagram

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Q: Cable AC exerts on beam AB a force P directed along line AC. Knowing that P must have a 350-lb…

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Q: 24 KN m * 6m 14 KN m TET D 2m -pin V E F 72 KN B $5 * * * 2m 2m 2m 36 KN m

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Q: Shear stress 7 produces a shear strain y., (be- the x direction and lines in the y direction) μ…

A: Data provided-  γxy = 0.0012 m/m   (a)   γxy =δA120     0.0012×10-6 =δA0.12        ⇒ δA =…

Q: The resultant of the three cable tensions acting on the flagpole is the force R acting vertically at…

A: Given- T3=500N The FBD is given below-

Q: 2000 kg 500 kg EN- 0.25 E A 0.15 1.50 1.50 3.00 2.00

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: 60 kN 10 kN/m 1. A В -7 m -7 m

A: given beam is calculate the reaction at fixed end∑V=0RC=60+70=130KNMC=60×14+10×7×3.5=1085KN-m

Q: 22. Skip f -36 -12 -

A: As per guidelines we are supposed to answer first Question. So please repost other questions as…

Q: c) 18 kN/m C. 4 m 7 m

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Q: Problem 4: Determine the normal force, shear force, and moment at a section passing through point C.…

A: P=8kN To find internal forces at point C

Q: 3. Determine the internal normal force, shear force, and bending noment at point B.

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Q: what of the 3kn force at  the right

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Q: P6.6. Compute the support reactions and the maximum tension in the cable in Figure P6.6.

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Q: DETERMINE THE EXTERNAL REACTIONS AND DRAW THE SHEAR AND BENDING MOMENTS DIAGRAMS OF THE BEAMS LOADED…

A: Consider the free body diagram;

Q: Determine the shear force V and bending moment M at a section of the loaded beam 200 mm to the right…

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Q: Find the internal bending moment and shear at point "C". 6 kN/m A 3 m C 3 m B

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Q: Draw shear and moment diagram. Identify maximum moment & chear 40kl TORN/M A THAT O 4m + f ↓ ↓ Į ↓ ↓…

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Q: Draw the shear, moment, elastic curve, and axial diagram.

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Q: The rigid beam is supported by a pin at D and cables at AE and CF. If the load P is applied at B on…

A: A rigid beam is hinged at D, the beam can rotate about D but it cannot deform.A load P is applied at…

Q: aft. Calculate the t

A: Apply equilibrium :∑ Fz=0T2(31.52+32)+T2(31.52+32)+T1=mg2T2(0.44721)+T1=480(9.81).....(1)

Q: 5. Determine the maximum live shear at C caused by the moving loads 80 KN 40kN 40kN 1m 2m 2m B 2m с…

A: Given data:

Q: Using the method of areas or the method of sections, determine: -Support reactions (Rax, Ray) -Draw…

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Q: Calculate the maximum shear force in KN?

A: Answer  Let us first calculate the reactions at the supports. Separate the beam at the hinge by…

Q: 60 KN 3 m 50 kN/m 10 kN-m A B 1m 5 m

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Q: Q.1) For the pin connected frame, determine the horizontal and vertical components of the pin…

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Q: Determine the internal moments in the beam at the supports (MAB, MBA and MBC), using the…

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Q: Determine the maximum negative shear at C. 4.5m. 4.5m. Pa45 kN O zoom image 38.75 kN 58.43 kN

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Q: Use THREE MOMENT EQUATION METHOD in solving the given statically indeterminate beam. 8m w=40kN/m OB…

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Q: Compute the minimum diameter of the pin at B if it is in a double shear and its working shear stress…

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Q: 20° B 50 D 55° VQ

A: To find the force in cable TDE and Q -

Q: 3. If the plate is to remain in equilibrium, find the tension for all the three cable that supports…

A: Consider the following free body diagram:

Q: - 10 ft – B 20 k 25 ft 0.5 k/ft

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Q: What is the degree of curve at moment AB?

A: We will find reaction first.

Q: Q.5: A beam of channel section 120 mm x60 mm has uniform thickness of 15 mm. Determine the shear…

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Q: 40KN 15KN/m B D 4 m 3 m 2 m

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Q: Draw the shear and moment diagram of the following beams. What is the maximum shear (both negative…

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Q: 2 kN/m 5 m 3 m 10 kN 2 m- B

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Q: 50 KN 2m R,= WK/ (2m) R, 2w 30KN /m 5m werln. 2. Rz

A: Introduction : The force transverse to the beam at a given portion that tends to cause it to shear…

Q: What is the degree of curve at shear AB

A: Given data in question  UDL Point load Concentrated moment Span member length  To find out  Degree…

Q: PROBLEM: Determine the reactions and included moments on the following beams. Provide complete…

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Q: 40KN ↓ A 27 kN/m ↓ ↓ ↓ ↓ ↓ ↓ fim B C tih с + qm 3m 3m 60 KN-m D

A: