i need help quick Determine the rotation of joint C for the frame shown in Q. 2 by the method of virtual work.Take I = 2750 in.4 and E = 29 (103) ksi. Hint: there are five (5) discontinuities.60 k40 kDВEC10 ft- 20 k -A10 ftQ. 2F- 10 ft-- 20 ft-10 ft

The frame is a structure whereby using horizontal width and vertical width we can obtain a suitable…

Determine the rotation of joint C for the frame shown in Q. 2 by the method of virtual work. Take I = 2750 in.“ and E = 29 (103) ksi. Hint: there are five (5) discontinuities. 60 k 40 k D B 10 ft - 20 k |A 10 ft Q. 2 F

Determine the rotation of joint C for the frame shown in Q. 2 by the method of virtual work. Take I = 2750 in.“ and E = 29 (103) ksi. Hint: there are five (5) discontinuities. 60 k 40 k D B 10 ft - 20 k |A 10 ft Q. 2 F

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 2P

See similar textbooks

Related questions

Q: 9–3. Use the method of virtual work and determine the horizontal displacement of joint B of the…

A: given ,cross sectional area=300 mm2 E=200GPa

Q: B Determine the vertical displacement of Joint A shown in Q. 3, if members AB and BC experience a…

Q: 18k 10k E. A B -20 ft- 15 ft El = constant %3D

Q: USE MOMENT DISTRIBUTION METHOD, Given the indeterminate beam, find the reaction at B in kN. El is…

Q: moment, in N.m., at C (using the value of P on the previous item) angle of rotation at A

Q: Write the equations for moment as a function of distance x along the longitudinal axis of the beam…

Q: 10 mm. the second moments of area T., T., and with respect to centroidal x' and y' axes. In…

A: Given, Wall thickness = 10 mm Moment of inertia is found by considering each wall separately

Q: Given a cantilever beam of length 2.3m. The left support “A” is fixed while the right end "B" is…

A: Given Length of beam= 2.3 m Support A is fixed B is free

Q: Q2: The effect or two forces FA,FB is (S KN) and acting along u axis, determine the value of FB by…

A: FA= 3kN Resultant, U=5kN Angle between FA and U=30° FB=? Angle between the forces=θ =α (θ is…

Q: Compute the vertical displacement at joint G. the area of all bars A = 5 in?, and E = 29,000…

A: The virtual work method, also known as the virtual force method or the unit-load method, is a means…

Q: Using Moment Distribution Method, determine the moment MCB in the beam. The beam has a constant EI.…

Q: 30° 16° 44° x (+) q(+) p(+)

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

Q: Q 2 Using the method of virtual work, determine the horizontal displacement of point C of the…

A: Given:- A frame is given with a point load of 180 KN and a uniformly distributed load of 20 KN/m.…

Q: Q# 2: Determine the Moment of Inertia about x-axis (Ix) and y-axis (Iy) of the area shown in figure…

A: The moment of inertia can be computed by the relationship of the parallel axis theorem for single…

Q: w =2 kips/ft B 15 P= 30 kips +P = 30 kips 10 10 30 El is constant. Solve for unknown rotations,…

Q: For the frame shown, the Slope-deflection Method (a) to determine the reactions and (b)to draw the…

Q: B. In Fig. below; rod AB rotates about an axis through A and is connected to block D by a flexible…

A: The given figure is shown below:

Q: 40 kN 15 kN/m EI EI 30 kNm B. 3m A 6m

Q: Calculate the angle of rotation at the left and the right of the midpoint using the conjugate beam…

Q: Determine the rotation of joint C for the frame shown in Q. 2 by the method of virtual work. Take /…

A: Frames are generally used in the section where the transferred load distribution is provided like in…

Q: The resultant "R" of the four forces A, B, C, and Dis shown. Find the value of the angle 8 and the…

A: Component of force in X direction : For force A=2200 N :…

Q: 5kip 51 51

Q: The magnitude of the force Qis 735 N. Determine the magnitude of the moment (Nm) of Q about point C.…

A: We know that, moment = force × perpendicular distance

Q: 30KN/m 24KN/m 180KN A I. 1.5I 21 4.50m 2m 4m 5m

Q: The frame shown in the figure below is loaded horizontally at B. Compute the horizontal…

A: To calculate horizontal displacement at B and D

Q: 30KN/m 1.5m 3.0m 2.5m

Q: Determine the magnitude and coordinate directionangles of F3 so that the resultant of the three…

A: Given: The magnitude of the resultant force is 600 lb.

Q: 48 KN 60 KN |2 m. 12 KN/m 9 KN/m 3 m 6 m 8 m 6 m 41 31 21

Q: Using Moment Distribution Method, determine the moment McB in the beam. The beam has a constant El.…

Q: USE MOMENT DISTRIBUTION METHOD. From the indeterminate frame shown, find the moment at C acting in…

Q: Analyze completely the given structure using moment distribution method. Draw the Shear, Moment…

Q: For the truss shown below, determine the horizontal deflection of joint B by using the virtual work…

Q: 80 N 60 C 60 N B, 40 cm- 130 N

Q: Determine the member end moments of the frame shown by using the moment-distribution method. 30 kN/m…

Q: Use the unit load method (the principle of virtual work) to determine the rotation, that is, the…

Q: P8.7. Determine the value of the force P that must be applied to joint C of the truss in Figure P8.7…

Q: Questions 6 & 7

A: Since we authorized to solve one question at a time so, we will solve the first one. Please resubmit…

Q: Determine the horizontal displacement of the rocker at B. Take E = 29(103) ksi, I = 150 in4 for each…

A: Reaction Force - Force in the vertical direction - RA + RB = 0 ......1For the sum of the…

Q: MA = 12 kN. m w = 3 kN/m %3D B 6 m Write the equations for moment as a function of distance x along…

Q: USE MOMENT DISTRIBUTION METHOD. From the indeterminate frame shown, find the horizontal and vertical…

Q: 5.Calculate the rotation A at the end of A and find the horizontal deflection ABH of point B of the…

A: Case i) symmetry Fixed end moments: Span AC: MFAC=-wl212=-2×6212=-6 kNmMFCA=wl212=2×6212=6 kNm Span…

Q: Problem 7.55 Use Castigliano's second theorem to determine the horizontal and vertical (6 in.2) 30 k…

A: Given:- a truss as shown below

Q: SITUATION. A pole supported at point O is subjected to forces as shown. 2kN 2m 2m 2m 5m 8kN 6kN…

Q: Determine the orientation of the main barycentric axes and the corresponding moment values of…

A: Given moment of inertiaIxx=6.16×106 mm4 and Iyy=60.9×106 mm4

Q: 1.5 k/ft 20 k 21 D. E= constante 30 ft B. 40 ft

A: We have the system as:

Q: Problem 5: Compute horizontal displacement of joint C of the frame shown. I= 400 × 106 mm*, E =…

A: Given: The moment of inertia (I) is 400 x 106 mm4. The modulus of elasticity (E) is 200000 MPa.…

Q: 1okips 27 31 8. オー

Q: Q. 2 Determine the vertical displacement of Joint A shown in Q. 2, if members AB and BC experience a…

Question

i need help quick

Determine the rotation of joint C for the frame shown in Q. 2 by the method of virtual work.
Take I = 2750 in.4 and E = 29 (103) ksi. Hint: there are five (5) discontinuities.
60 k
40 k
D
В
E
C
10 ft
- 20 k -
A
10 ft
Q. 2
F
- 10 ft-
- 20 ft-
10 ft

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the solution for the bar forces in the truss shown when P = 1 kip and x = 5 ft: AC = -1732.05 AB = 2000 BC = -866.03 BD = 2500 DC = 2020.73 EC = -3175.43
SOLVE FOR REACTIONS, use Area Moment Method answers should be: RA = 44.269 RB = 67.894 RC= 2.163
Given fixed beam using conjugate method determine all reactions at support find the maximum deflection given E=2.15x10^7 kpa and I=0.05 m^4
Solve Problems by the moment-areamethod. EI is constant unless otherwise noted. Compute the horizontal deflection at D and verti- cal deflection at B in Figure P7.21. The elastomeric pad at C acts as a roller.
Determine the slope and deflection at point B of the steel beamshown in the figure. The reactions are already given. Let E = 29(10^3) ksi and I = 800in^4
Compute all reactiosn for the beam in FigureP9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/EI when the load is appleid
For the steel rigid frame in Figure P8.31, com- pute the rotation of joint B and the horizontal displace- ment of support C. Given: E = 200 GPa, A = 500 mm2 , I = 200 × 106 mm4
Locate the centroid (?̅, ?̅, ?̅) of the wire bent in the following figure
Use moment distribution method indeterminate frame hown 1. find the moment at E in kNm. EI is constant choices 166.90 11.09 537.48 36.93 2. Find the horizontal and vertical reactions at support A in kNm. EI is constant 9.0 & 215.2 16.7 & 323.7 9.0 7 323.7 16.7 7 215.7
Determine the internal moments at the supports of the beam shown using: 1.) ThreeMoment equation 2.) Moment Distribution Method 3.) Slope-Deflection Method Pick two method only Given: E=200GPa I=20x10^6 mm^4 w=8kN/m L1=10m L2=8m
moment, in N.m., at C (using the value of P on the previous item) angle of rotation at A
Can you show P2 = 0.2779P3 + 0.667P1 was solved