Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a = 9 kN and L = 5.9 m.a2EI2EIBDΕΙ3 m*3 m.Calculate the bending moment at B:MB =kN mΕΙ[]E1 m

Answered: Image /qna-images/answer/f1ead178-5124-4a9e-8347-721fcdea4cae.jpg

Answered: Using the force method, calculate the…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Find the Nominal force, N in kilo Newtons (kN). What is the shear force, V in kilo Newtons (kN). Find the bending moment, M in kilo Newton metres (kNm).
why the expert here wrote -200 cos 75 when Σ Fx = 0 , I understand all steps but how he got - 200 cos 75 ( for the force ) (how the angle is 75 ) can you please clarify for me this point please ...... because I did not got the angle 75 dgree for 200 N force can you draw a diagrm for me please to see how 75 dgree links to 200 N
Consider the bar, shown in Figure 1 that undergoes axial displacement due to both a distributed load and a point force. The bar is of cross-sectional area A = 1.10-3 m², and has a modulus of elasticity E = 100 GPa. 1(x) = 5 kN/m x=0.0 x=2.0 2.0m 10 kN Figure 1: Bar domain with varying distributed forces. a) The general form of the governing equations describing the bar's displacement, u(x), is given by, d (AE du(x)) -) +1(x) = 0. d.x dx What are the accompanying boundary conditions for this bar? b) Using the mesh in Figure 2, form the basis functions associated with element 2 and write the FEM approximation over the element. 1 2 3 1 2 1m 1m Figure 2: Mesh of 2 elements. Elements are numbered with underlines. c) The general form of the element stiffness matrix system, with nodes indexed by i and j, is, AE Uj N;(x)l(x)dx – Ng(0)f(0) ¥ [4]}]{{}}={{{}\(\\+} + {N(2)f(2) = N (0)5() }, (1) 0, respectively. L = (2) where f(2) and f(0) denote the boundary forces at positions x 2 and x Evaluate…
I need detailed solution in Handwritten format with diagram. Please don't use chatgpt.
A frame ABCD is supported by a uniformly distributed load and two concentrated loads as indicated the sketch a) Calculate the bearing reactions for the frame.b) Establish the moment diagram for the frame.c) Establish the shear force diagram for the frame.d) Establish the normal force diagram for the frame.Draw the diagrams to scale
A folding tray mechanism is attached to a wall as shown. Find the internal forces and bending moment in the lower support arm at section s-s, located midway between points B and E, when a force of F = 270 N is applied at an angle of 0 = 28°. 2013 Michael Swanbom Ⓒ030 BY NC SA k s -Ś a b G с h₁ h₂ ка E S- B Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 16 cm 19 cm 25 cm 23 cm 17 cm The internal axial load at section s-s is A = The internal shear load at section s-s is V = The internal bending moment at section s-s is M = N. N. C. N-m. 0
Please see photo for full question
Help!!! Answer all the parts correctly! Please
These are definitely corrects 100%, please tell me how to solve.
could you please find the solution
The simple truss is loaded by a system of forces as shown in the figure. The truss is supported by a pin at A and a roller at E. If P1 = 40 [KN] and P2 = 20 (KN], then the force developed in the member (ED) is. 2 m E. G F 1.5 m-1.5 m--1.5 m-1.5 m- P2 Select one: O a. 17.85 kN - Tension O b. 78.15 kN - Compression O c. 51.78 kN - Tension O d. 31.25 kN - Compression
Please break down every step so I can understand the complete concept of how to algebraically work this out. Thank you.

SEE MORE QUESTIONS

Recommended textbooks for you

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Control Systems Engineering

Mechanical Engineering

ISBN:

9781118170519

Author:

Norman S. Nise

Publisher:

WILEY

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Engineering Mechanics: Statics

Mechanical Engineering

ISBN:

9781118807330

Author:

James L. Meriam, L. G. Kraige, J. N. Bolton

Publisher:

WILEY

SEE MORE TEXTBOOKS

Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a = 9 kN and L = 5.9 m. a 2EI 2EI B D ΕΙ 3 m * 3 m. Calculate the bending moment at B: MB = kN m ΕΙ [] E 1 m