solve the indeterminate structure using moment distribution method. Corect ans attached 77kx-mAns:9.63 64m77 kN-m98.97 KN34.035 KN98.97 KN6.6133.73 KN1688N838m88 KN-2488 KN-m88 kN-m19.202 KN32x (m)

Given- By using the moment distribution method- To find- Reactions at support and moment

Answered: 77kx-m Ans: 9.cm 64m 77 kN-m 98.97 KN…

77kx-m Ans: 9.cm 64m 77 kN-m 98.97 KN 34.035 KN 98.97 KN 6.6 133.73 KN 16 88N 8m 8m 88 KN - 24 88 KN-m 88 kN-m 19.202 KN 32 x (m)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm².…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 70 × 106 mm4 Find slope and deflection at C using…

Q: please solve this problem by the castigliano's method

A: Cross-sectional Area, A = 300 mm2 = 0.0003 m2 E = 200 GPa…

Q: Determine the displacement at C and the slope at B. EI is constant. Use the moment-area theorems. |A…

Q: CALCLULATE THE FEM FORMULA OF THE GIVEN FIGURE USING: B

Q: Using the double integration method, determine the equation of elastic curve for the beam using…

Q: Find the equotion 6f Hhe tangent line Py=cosx at x -.

A: Given, y = cosxx= π2

Q: Castigliano's Second Theorem - Truss Determine the vertical displacement of joint B. AE is constant.…

Q: are Wn(n=1,2...). How do you go about finding the values of KnL) for 8 roots? I planned on using…

A: Given wn=(knL)EIp AL4E=2.0×104N/mm2L=0.45MI=4.5×10-11m4A=6.0×10-3m2e=6850 (a) using bisection…

Q: Determine the forces in members BC, BE, and BF. The triangles are isosceles. The forces are positive…

Q: EF, = 0 Because each joint is subjected to a coplanar and concurrent force system, no moment…

A: Given above diagram we have to find Az, Ay and Cy

Q: #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a…

A: Given: P=54KN, a = 2m Required: Vertical displacement of A

Q: SON AE Constant for all truss members. Solve for the horizontal 20KN displacement at joint A. 4m 2m…

Q: 24KN/m 24KN/m IC D 4 m 6 m 4 m-

Q: Solve for: 3) RA Ro 6) MA

Q: Using double integration determine the equations of the elastic curve for the beam. Apply boundary…

Q: The natural frequencies of a cantilever beam are Wn(n=1,2...). How do you go about finding the…

Q: 3. For the statically indeterminate cantilever beam (EI is constant) shown in Figure 3 and using…

A: Given Propped cantilever beam with point load acting on it. Length=3mLoad,P=25 kNEI=10*106 N-m2…

Q: The divergence of a vector field F(x,y.z) = xyři + 2x²yzj – 3yz'k at the point (1, -1,1) is 9. -3 3…

A: Option a (i.e 9) is correct answer

Q: Problem 2-A concentrated couple, Mo = 600 Nm acts at the center of the simply Supported beam which…

Q: Problem: Determine the force in the spring of stiffness k. El is constant. A B k Prob. 12-123 2 a

A: EI = constant Determine the force (R) in the spring of stiffness k.

Q: Determine the vertical displacement of joint C of the truss. Each member has a cross-sectional area…

Q: Determine the slope ard the displacement at C. El is constant. Use the corjugate-beam method.

A: Due to large number of diagrams in the solution i am giving handwritten solution

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A: Using Method of joints : Consider Joint D ; Consider vertical forces = 0 ∑Fy = 0 CD Sin 48 = 3640 CD…

Q: DETERMINE THE VERTICAL DISPLACEMENT OF JOINT A. EACH BAR IS MADE OF STEEL AND HAS A CROSS SECTIONAL…

Q: 30° 90° 12 m C 1kN 90° 12 m 90° E 1kN 90° 2kN 30% 12 m 90° 1kN

A: Calculate reaction forces in all members by using method of joint.

Q: 2. Determine the equations of the elastic curve for the beam using the x coordinate. (Please use the…

A: Determine the equations of the elastic curve for the beam using the x coordinate.(a) Specify the…

Q: 3. Find a vector b that is four times as long as a i-j+k in the same direction as a.

A: Step 1

Q: Find moment at A

A: In the conjugate beam method, the fixed end will become free and the free end will become fix. Draw…

Q: Neglecting the weights of the members, determine the magnitude of the pin reaction at D, when the…

A: Magnitude is the distance and quantity. It defines the direction and size that is absolute and…

Q: The truss structure (all members have the same area) carry the loading shown (P = 150 kN) Determine…

Q: Determine the moments at Band C, then draw the moment diagram for the beam. Assume the supports at…

A: Given : A symmetrically loaded continuous beam Required Moment at roller supports B and C and the…

Q: 4) The truss is made of steel (a = 12.0(10/*C) and is loaded and supported as shown. You may assume…

Q: 7. Determine the equation of the elastic curve for the beam using the x coordinate that is valid for…

Q: 11. A, B, C are vectors defined by A = 8i + 2j- 3k, B = 3i-6j+ 4k, and C=2i-2j-k, where i, j, k are…

A: Step 1:Step 2:Step 3:

Q: Solve

Q: d) using L-3 m, P-25 kN and EI-1 x 107 N.m², determine the maximum deflection, Vines and the maximum…

A: EI = 1 x 107 N.m2To determine:Maximum deflection and maximum slope.

Q: Problem 2 B a A d The 54-N force P is applied perpendicular to the portion BC. Given a = 35.1 deg…

Q: !

A: To given that,d2dx2(EId2ωdx)+Pd2ωdx2=0So that using variation principleπ=υ+wwherew=-Σpiqi…

Q: 6. Solve for the force members BC, BE and BF. All triangles are equilateral. 36 D.

Q: 3. The plane frame is carrying a couple moment M as shown. Use the matrix flexibility method to find…

A: The analysis of the structure is carried out through the following steps. We have calculate the…

Q: Determine the horizontal displacement of joint A of the truss. Each member has a cross-sectional…

A: Step 1:Step 2:Step 3:Step 4:

Q: Aly find the bending moment diagram and Mmax

Q: A( 2, 10, 4) Component of F Fx=Fy=Fz F= 2kN A a) find the components of F and write the F vector.…

Concept explainers

Pressure and Stress

Question

solve the indeterminate structure using moment distribution method.

Corect ans attached

77kx-m
Ans:
9.63 64m
77 kN-m
98.97 KN
34.035 KN
98.97 KN
6.6
133.73 KN
16
88N
83
8m
88 KN
-
24
88 KN-m
88 kN-m
19.202 KN
32
x (m)

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1: Step 1

Step 2: Step 2

Step 3: Step 3

Step 4: Step 4

Step 5: Step 5

Solution

Step by step

Solved in 6 steps with 6 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 force in each member of the loaded truss. The force is positive if in tension, negative if in compression. A 66° 39 В 17 W Answers: AB = i AC = i BC = i W
provide complete and neat solution
The equilibrium equations used in method of section for finding the forces in the members of a truss is given as a. EV = 0 Ο b. ΣM - 0 C. ΣΗ0 d. ΣV - 0 and ΣΗ =0
Use double integration method P = 54 a = 2 L = 7
Use double integration method P = 54 a = 3 L = 7
Rod AB is bent into the shape of an are of circle and is lodged between two pegs D and E. It supports a load P at end B. Neglect- ing friction and the weight of the rod, determine the distance c corresponding to equilibrium when a = 20 mm and R= 100 mm. C E
6. A 2-bar truss is as follows. AB= 4 m, BC=5 m, AC=3 m. The black block on C is a friction plate. When the friction coefficient is greater than u, the truss is stable. Determine the value of μ. A P B Hint: First, determine the internal force of AB and BC bar by Joint method at Joint B, Second determine Cx, Cy by Joint method at Joint C; then determine the value of µ.
Using the virtual work method determine slope of the beam at "A". Beam is subjected to a uniformly Distributed Load “W" and a concentrated moment "WL^2" at “A" (Express the results in terms of W, L, and EI) w ikIft=constant)
Show solutions to solve the problem
Determine the deflection at point D by using conjugate beam method A is a pinned and C is a roller support. E,I =constant
Find the maximum angle of rotation for the shaft subjected to linearly %3D distributed torque. Tx) = kx,GJ constant. T(x)
P = 54 a = 2 Use Castigliano's Method for trusses