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Q: Determine the location of shear center of the following cross section.

A: Given:

Q: The H-beam is subjected to a shear of V=60 kN. determinate the flow at point A

A: The shear force is

Q: A plate of 4-mm thickness is bent as shown and then used as a beam. For a vertical shear of 12 kN,…

A: Given data

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: Convert UDL into point load and loading at DC into point load and a Moment Determine Reactions at A…

Q: 3. A torque T is applied to two tubes with the cross-sections shown. Assuming the same shear stress…

A: To find: The ratio of shear flow. Given: The inner diameter of the tube is d1=a-t. The outer…

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: Drawing the FBD as shown below, Calculating the reaction at the support,

Q: Determine the axial forces, shears, and bending moments at points A and B of the structure shown.

A: Here Rx=12k cos60oRx=6kFor equilibrium condition,∑Fy=0Ry+12k sin60o-8k=0Ry+2.39k=0Ry=-2.39kMoment ,…

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: (a) Since the loading of the cantilever beam is uniformly varying load so the total load on the beam…

Q: Q4: Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout…

A: To find: Shear Force and Bending Moment Diagram

Q: For each of the beams below, determine the expressions of the shear forces. Draw shear forces…

A: The first beam is a cantilever beam which has two acting loads. The value of the shear force in the…

Q: 2. Draw the shear and moment diagram and identify the maximum moment and its location. 5000# R1 12…

A: Given - Draw the shear and moment diagram and identify the maximum moment and its location.

Q: The boards are bolted together to form the built-up beam. If the beam is subjected to a shear force…

A:

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: Drawing the FBD of the beam:

Q: Three boards are nailed together to form a beam shown, which is subjected to a vertical shear. The…

A: Given dataDistance between the nails s = 75mmAllowable shear force in each nail V = 400NTo determine…

Q: For the beam and loading shown, determine the maximum absolute value of bending moment and

A:

Q: Determine the location of the shear center for the thin-walled channel section having the dimensions…

A: To determine the shear center we need to calculate the center of gravity or centroid for the above…

Q: COMPUTE AND SHOW THE SHEAR AND MOMENT DIAGRAMS 2000 Ib 6000 Ib 2000 Ib A B ++- 4 ft 6 ft 6 ft

A:

Q: Problem 1: Consider the idealized closed section shown which carries a shear force of 8000 lb at the…

A: Given below solution-Explanation:

Q: 15 kN/m 2 m - 2 m 0.5 m'

A: RA is the reaction force at left support and RB is the reaction force at right support. ∑FV =0  RA +…

Q: Draw the shear and moment diagram of the overhanging beam shown below. For this part, please show…

A: Since from the given figure loading is discontinuous at support B the  shear and moment equation for…

Q: Below is the shear diagram and the cross-section of a built-up beam. The allowable shear load on the…

A: Given data: a = 50mm=0.05m  Allowable shear load = 1000N Maximum shear force = -600 N

Q: The internal shear at the left end is Take P 2 kN. P. P. BI a L/3- O 2 kN O none of them. O -2 kN

A: Given: P=2 kN

Q: Three plates are welded together to form the section shown.  Dimensions of the cross section are b =…

A:

Q: For the 80-mm shaft subjected to two concentrated forces shown, the journal bearings forces. Address…

A:

Q: For the beam and loading shown, determine the maximum absolute values of the shear and bending…

A:

Q: w = 3 kips/ft A C 6- 18'- 24' –

A: Given Data: Span length, L=24' Magnitude of UVL load, w=3 kips/ft

Q: Construct the shear and moment equations of the loaded beam as shown and draw the shear and moment…

A: Let RO and RC are the reactions at point O and C respectively. Let's mark the points D and E as…

Q: A beam is constructed from three boards bolted together as shown. Determine the shear force in each…

A: Consider the diagram shown below for the cross-section of the beam.

Q: A shear force of V= 550 kN is applied to the box girder. Determine the shear flow at points D. 90 mm…

A:

Q: Determine the shear and moment equations and the draw the shear and moment diagrams for the beam.…

A:

Q: For the beam shown, draw the shear and moment diagrams. 50°

A:

Q: The beam shown is fabricated by connecting two channel shapes and two plates, using bolts of 34-in.…

A: Given Bolt diameter = ¾ in Diameter spacing = 7.5 in Shearing force = 25 kips To find Average…

Q: Determine the shear and moment as functions of x then draw S.F. and B.M. diagram for beam loaded as…

A:

Q: A wooden box beam is fabricated from four boards, which are fastened together with nails as shown.…

A: Given:s=125 mmVf=875 N

Q: Determine the shear force at x=0.15 m of the beam subjected to the elliptical and uniform load…

A: According to my calculation the SF at x equal to 1.5 if 43.75 N.  Please check your options if there…

Q: For the beam and loading shown, determine the maximum absolute values of the shear and bending…

A:

Q: 2400 2nd-degree curve 7. Draw the moment and load diagrams that correspond to the given shear…

A: Given Diagram

Q: If A=0.375 inch, B=0.923 inch, C=1.0992 inches, find G A 기사 W -|×|-> G- -B- -C- F E-

A:

Q: m A 40 kN/m -2.4 m- 15 kN m B 1.2 m 200 mm 25 mm 100 mm 25 mm 150 mm 25 mm

A:

Q: 1X.Y kN 12

A:

Q: without writing shear equations, draw the shear diagrams for the Beam loaded as shown in Fig.

A:

Q: From the given beam below, Iocate the point where the shear is zero from point A. w = 3 kips/ft %3D…

A: Given: The intensity of load over entire beam, w = 3 kips/ft

Q: Problem 3 Consider the cross section shown below. Knowing that the vertical internal shear force at…

A: Shear stress at a and b.

Q: For the beam and loading shown, determine the maximum absolute value of shear and bending moment

A: