15 kips 8 kips w 0.5 kip/ft 25 kip.ft B D -10- -10- -10– P5.1

Q: curves label the maximum values of d moment, locate points of inflection, ch the deflected shape.

A:

Q: In terms of w, L, E, and I, determine the deflection and slope at x = L of the beam shown in Figure…

A: Draw the free-body diagram of the beam.

Q: Determine the moments of Q about (a) point O; and (b) point C. The magnitude of Q is 20 lb.

A: Given: The magnitude of Q is 20 lb. The coordinates of the points are given below.

Q: Write the equations for shear and moment betweenpoints D and E. Select the origin at D.

A: ∑MA= -68+133.10-18Ey=0Ey= 19 kips upwards∑Fy=Ay-3.10+Ey=0Ay=11kips (upwards)∑Fx=Ex-8=0Ex= 8 kips →

Q: 1-27, The magnitude of the vertical component of the force F of Fig. P1-27 is 160 lb. (a) Determine…

A:

Q: The vertical force P of magnitude 100KN is applied to the frames shown. Resolve P into components…

A: The correct answer is 163.80kN

Q: Plot shcar Moment diagram o7 bam hg ag vsing chear Jorce moment equation. Also 2010 shear degan and…

A: Here, the point of zero shear is the inflection point in the bending moment and the point of contra…

Q: 47 kN/m 45 KN 144 kN-m

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

Q: Determine the magnitude and orientation θ of FB sothat the resultant force is directed along the…

A: Consider the following free body diagram: Consider the resultant force to the right as follows:

Q: Find the maximum and minimum moments of inertia with respect to axes through point 0 of the shaded…

A:

Q: 3P (kN) P (kN) 3m 1m 2m 1m

A: Given : Inclined beam  SFD, BMD, elastic curve, axial diagram

Q: Problem 3. PRINCIPLE OF VIRTUAL WORK. Determine the rotation/slope of the beam at support B using…

A: Given: A simply supported beam in which the rotation at one of the supports is required. Establish…

Q: Problem 3: A. The rigid pole and cross-arm assembly is supported by the three cables shown. A…

A: Feel free to ask any doubt.

Q: Draw the shear and moment curves for the beam in Figure P5.26. Sketch the deflected shape.

A: Solution; RA+RB=6+32*9+6+22*18RA+R=112.5 k

Q: 14. Why can't the ACI shear and moment coefficients be used for the beam shown? I 9 kipst 20 lips 9…

A: ACI shear and moment coefficients cannot be used because

Q: Determine the Maximum Shear Force (in Ib) using 3 Moment Equation for the Continuous Beam shown in…

A:

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

A:

Q: The line of action of force F1 = 3TT N is passing through point A(+2,+3,+1) towards B(+5,+5,+4),…

A:

Q: Draw the shear and moment curves and sketch the deflected shape.

A: Mc=0 RA(18)+RB(8)=0 ...(1)MD=0RA(26)+RB(16)-(2×8×4)-(10×4)=026RA+16RB=104   ...(2)   On solving 1…

Q: 3) Determine the shear and moment in the beam as a function of x, where 3m <x<5m. Ay 20kN.M KN 15…

A:

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

A: We will find reaction first.

Q: Write the equations for moment between points B and C as a function of distance x along the…

A: Part - a -  Let x be any distance between the BC, starting from the point A Moment equation about…

Q: Determine the shear and moment in the beam as a function of x.

A:

Q: 8 k 1.5 k/ft 40 k-ft A B 10 ft - 30 ft -10 ft-

A: Finding out SFD and BMD.

Q: can you do this follow up question please ; c) the value of the maximum bending moment in the beam.…

A: the value of the maximum bending moment in the beam.&amp;nbsp;Enter your answer in kNm to three…

Q: Draw the shear force and moment diagram when Normal force Nc=0 Shear force at C= 50 N Moment at…

A: The given figure is shown below:

Q: Determine the magnitude and direction θ of FA sothat the resultant force is directed along the…

A: The free body diagram of force is shown below.

Q: Find the distance X1, if the moment at midspan is zero.   a. 2.5 m b. 3.0 m c. 2.25 m d. 2.75 m

A: Overhanging portion length given X1 Hence  Length between the support 10-2X1 So Length from midspan…

Q: The quarter circular rod lies in the horizontal plane and supports a vertical force P at its end.…

A: Given: The  vertical force P which is supported by a quarter circular rod on the horizontal plane.

Q: 4) Draw the shear and moment curves and sketch the deflected shape. E P = 36 kips 2' 31 F P= 24 kips…

A: Beam is givenpin supported at A and roller supported at DFINDSFD , BMD and deflected shape of the…

Q: Solve for shear and moment. Draw V-M diagram

A: Draw shear and Moment diagram.

Q: Draw the shear and moment diagram of the following using area method.

A: Given Data:UDL =20kN/mUVL=80kN/mSpan L=5m Required to draw the shear and moment diagram of the beam…

Q: Given the beam loaded as shown. 60 KN 3 m 50 kN/m 10 kN-m A D 1m 5m

A:

Q: Problem 2. Draw the shear and Bending Moment Diagram of the beam shown. Solve the problem using…

A: Fixed End Moments :MFAB=-wL212-Pab2L2=-31.80×7.2212-190.50×3.7×3.527.22=-303.93…

Q: 75 k 40 k Hinge 250 k-ft E A B E12 ft 12 ft 12 ft +-12 ftH El = constant E = 29,000 ksi I = 6,000…

A: From the given information we have to calculate the deflection at D by using the Area method…

Q: Determine the vertical reaction force at B in terms of the applied force P using the moment-area…

A:

Q: को Question 10 kN/m 5m

A: Given datasymmetrical beam diagram is givenFinddraw the moment diagram