40 kips 35 kips 30 kips 35 kips 40 kips G 4. 50 38.46 39 kips 39 kips -4@ 30' = 120- 90 kips 90 kips P8.16

Q: 5. Use any method to analyze the continuous beam shown by determining all support reactions and also…

A: Data Given: Asked: Support Reactions SFD BMD DD

Q: Q/ Use the unit load method to find the rotation of point B on the frame shown below. E=200 GPa,…

A:

Q: For the steel rigid frame in Figure P8.31, com- pute the rotation of joint B and the horizontal…

A: The structure of a steel rigid frame building is characterized by its rigid connections of straight…

Q: P7.7. Compute the slope and deflection at points B and C in Figure P7.7. 120 kN . m A 4 m - 8 m

A:

Q: Consider the beam in Figure P9.21 without theapplied load and support settlement. Compute the…

A: in given question clock wise rotation is 0,005radian at A we can calculate deflection at C…

Q: Two forces act at the middle of a simply supported beam. Find the magnitude and direction of the…

A:

Q: (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: Compute the horizontal and vertical components of deflection at point D in Figure P8.28. EI is…

A: Deflection: It is defined as the degree which is related to an element of a structure whose shape is…

Q: 60% B |A J30° Figure P4.34, 4.34 The crate weighing 1780 N is supported by three ropes concurrent at…

A: To Find Force in rope AB as TAB and in rope BC as TBC.

Q: Determine the deflection at the free end of the cantilever beam. E = 250 GPa and 1 = 420 x 106 mm4…

A:

Q: 50 kN w = 20kN/m A 4m B 4m RA REAL BEAM Re V (kN) M (kN.m) R1 CONJUGATE BEAM R2

A:

Q: 22/ F: = 15.52 mm* %3D10 KN Compute the shear at horizontal layer 20 mm

A: Given:- V=10kN I=15.52mm4 To find:- shear at horizontal layer  20mm apart from bottom to top

Q: Determine the slope and deflection at point B of the steel beam

A:

Q: Analyze the beam in Figure P11.22. In addition to the 16-kip load, support A also rotates clockwise…

A: Consider the free body diagram;

Q: Problem 2: Determine the moment at the supports by the slope-deflection method. But with support at…

A:

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: 1. (35%) Determine all bar forces and reactions for the truss in Figure P9.38. Given: area of bar…

A: Solution The truss has indeterminacy of one degree Draw FBD of diagram In Below figure cut the…

Q: Compute the reactions, draw the shear and mo- ment curves, and locate the point of maximum…

A: Draw the reaction diagram of the beam Consider the deflection due to the rotation at the joint C…

Q: CB 3: Determine the Deflection and Rotation at C by Using Conjugate Beam Method. 18 kN 2 E I C 2 E I…

A:

Q: Compute the slope and deflection at point C and the maximum deflection between A and B for the beam…

A: Let x be any distance on span AC, starting from point A Moment about this span - Mx = -9 - 3x + 9x -…

Q: Compute the reactions, draw the shear and moment curves, and locate the point of maximum deflection…

A: (Note: Since you have posted a question with multiple sub-parts, we will solve first three sub-parts…

Q: P8.13. (a) Compute the vertical deflection of joint D produced by the 30-kip load in Figure P8.13.…

A: Given Data: Load(P)=30 kips Area=a=2 in2 E=9000 kips/in2   It is asked to find how far the roller…

Q: From the beam shown. Let P = 40 kN, Q = 4 kN/m, L =8m. Determine: 1. Reaction at A. 2. Constant

A: As per guidelines we need to answer only first 3 subparts of questions so please repost rest…

Q: Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 106 mm4…

A: Asked: To determine the deflection at the free end of the given cantilever beam.   Given: Modulus of…

Q: For the beam in Figure P9.2, compute the reac- tions, draw the shear and moment curves, and compute…

A: the FBD for this beam

Q: A propped cantilever beam is subjected to a midspan concentrated load P (Figure P5.59). Select the…

A: Data given, Determine magnitude of the reaction at the right end. Determine the deflection of the…

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

A:

Q: Determine the Deflection and Rotation at B for beam below by using Moment Area Method. В 8.4 kN/m А…

A: To find slope and deflection at B

Q: Problem 2: Determine the moment at the supports by the slope-deflection method. But with support at…

A: EI is constant We have to calculate the moment at supports using slope deflection method.

Q: Draw the moment curves for each member of the frame in Figure P5.43. Sketch the deflected shape of…

A: Free Body Diagram of the given frame:

Q: Compute the magnitude of the slope at the left support support and the midspan deflection 2W(kN/m)…

A:

Q: 2 kN 50 mm 5 kN• m D 80 mm B C 1.0 m -1.0 m 1.0 m FIG. P5.12

A:

Q: Two forces act on the screw eye. If F1 = 400 N andF2 = 600 N, determine the angle θ (0° ≤ θ ≤ 180°)…

A: Given: Two forces act on the screw eye. If F1 = 400 N and F2 = 600 N, determine the angle θ (0° ≤ θ…

Q: Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 106 mm4…

A: Given data  E = 250 GPA = 250 × 103 N/mm2 I = 420 × 106 mm4  Moment of inertia value should be in…

Q: W = 14, P=49 3. Solve for the Slope at B and the support reactions of the beam shown below using 3ME…

A:

Q: Determine the vertical displacement (inches) of joint B due to all effects vhen the 20 kip load is…

A:

Q: Compute the magnitude of the slope at the left suppor support and the midspan deflection

A: Solution: Given Data: W=53

Q: Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm4 , E = 200…

A: Load is acting at centre point hence reactions RA = RE = (18/2) =9 KN (Upward) Bending moment at…

Q: Find the vertical deflection of point C in the truss shown in Figure P5.25. All members have the…

A: Deflection of point C = ΣPKLAEP  is Force in all member due to load L  Length of memberK  is force…

Q: For the fixed ended steel beam shown below (E = 200 GPa), Determine the following: a) Determine the…

A:

Q: 50 kN 100 kN 50 kN 1 m B -2 at 2m 4m- EA = constant %3D E = 120 GPa In addition to the loads of the…

A: We have to determine the value of deflections at joint D in mm assume that cross sectional area is…

Q: Compute the deflection at B and the slope at C in Figure P8.21. Given: EI is constant.

A: Compute the deflection at B and the slope at C

Q: Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa,…

A: For vertical deflection, vertical unit load is placed at C and and place a horizontal deflection…

Q: P8.11. Determine the horizontal and vertical deflection of joint C of the truss in Figure P8.11. In…

A: Deflection : In structural engineering, deflection is the diploma to which part of a structural…

Q: 6.24 Determine the value of Eld at midspan for the beam loaded by two con- centrated forces.

A:

Q: Determine the Deflection and Rotation at B for beam below by using Moment Area Method. А 14.5 kN/m В…

A:

Q: For the beam below, determine the vertical deflection at point B by placing a unit load at B in the…

A:

Q: Compute the horizontal reaction at A of the arch in Figure P6.26.

A: to Compute the horizontal reaction at A

Q: E7. Draw the shear force and bending moment diagram for the following frame. 17.5 kN/m C 110 kN 5 m…

A: The FBD of the frame is: