Item 7-9 (Virtual Work Method) 7. The flexural rigidity of the frame shown is constant. Find the value of P(kN) such that the vertical displacement at C is zero. 8. Find the value of P(kN) such that the horizontal displacement at C is zero. 9.The flexural rigidity of the frame shown is constant. What are the moments (kN m) at A considering the conditions in a) and b), respectively? B 10 m 10 kN/m 5 m C 1.5 P >P

Item 7-9 (Virtual Work Method) 7. The flexural rigidity of the frame shown is constant. Find the value of P(kN) such that the vertical displacement at C is zero. 8. Find the value of P(kN) such that the horizontal displacement at C is zero. 9.The flexural rigidity of the frame shown is constant. What are the moments (kN m) at A considering the conditions in a) and b), respectively? B 10 m 10 kN/m 5 m C 1.5 P >P

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The frame shown in the Figure is supported by a hinge at A and a roller at E. Compute the horizontal components of the hinge forces at B as they act upon member AC in kN. P = 70 kN and x = 6.8 m. Write numerical value only and in 2 decimal places.
Determine the reactions at supports. Also, draw the shear and moment diagram. Note: Show COMPLETE solution. Previous answer was incomplete. c= 8d= 4
3. Compute the moment at B in the beam shown. Assume El is constant. 3kN 4kN/m 5m 3m 5m Please use two methods
Note: Complete solution with figures. Express your intermediate answers with at least FOUR decimal places. BOX your FINAL ANSWERS. The beam is shown below. Draw the influence lines using BRUTE-FORCE METHOD for the reactions at A, D and F, shear and moment at C. Place all important ordinates and dimensions in the sketch.
From the given simply supported beam below, determine the following: a, The shear and moment equation of each segment of the beami Use point A as reference of b. The Shear and Mament Diagram of the beam e The maximum shearand moment of the beam. d. The moment of Ihertia with respect to the neutral axls. e. The maximum flexurál stress and shear stress of the beam. I. The bending stress at point B andC * The shear stressät the mid-point of the beam. 20 kN 14 kN / m 10 KN / m A B [D] E 4 m 25 m 25 m 3 m 360 mm 80 mm 130 mm 130 mm 300 mm 90 mm 280 mm
A simply supported beam carries a moment applied to one end as shown. El is constant. a) Calculate the support reaction forces for the beam b) Write out the M(x) equation using discontinuity functions. c) Determine the slope and deflection equations by integrating the M(x) equation as needed and using two B.C. to solve for the integration constants, C1 and C2. d) Calculate the deflection at the mid-span of the beam. e) Check: Calculate the deflection at point B (right support). A 12A
Please show the Step-by-step solution. Use pen and paper to solve. Thank you Determine the reactions at the supports of the following structures and draw the Shear & Moment Diagram. 9 kips/ft P= 15 kips 25 kips |E B D
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
For the beam structure shown below, both C and E are rollers, support A is pinned. El is constant within the structure. (1) Determine the degree of indeterminacy of the structure. (2) Choose appropriate redundant(s), then apply the Force Method to calculate reaction forces at all supports. (3) Draw shear and moment diagrams of the beam (4) Apply the Conjugate Beam Method to calculate the vertical deflection at point B. -12 ft- 30 k ↓ B H -12 ft- -12 ft- E = 29,000 ksi I = 1,500 in.4 30 k ↓ D -12 ft-
do asap
Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
Show solution with detailed Free body diagram/drawings.