Draw the Shear and Moment Diagrams of the following continuous beams. Assume EI as constant. (Three-moment equation) Draw the Shear and Moment Diagrams of the following continuous beams. Assume El as constant.(Three moment equation)| kN500 N /m千个个个个个↑4.5m5.0m1.0mgoo N/m201/m2.500 NGOON| kn, m1.2 kn.mI kn.m2.0m Draw the Shear and Moment Diagrams of the following continuous beams. Assume El as constant.(Three moment equation)3.300 M/m3.0 m800 N, mP, = 5 knP. - 7kn4.4n /m200 mm Ia0 N/m4. 0m3.0 m4.0m3,0m

The three-moment equation gives us the relation between the moments between any three points in a…

Answered: Draw the Shear and Moment Diagrams of…

Draw the Shear and Moment Diagrams of the following continuous beams. Assume El as constant. Three moment equation) | kN 500 N /m 1个↑个个个个个个 4.5m 业 S.om 1.0m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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3. The magnitude of the force P applied is necessary to cause impending motion of the 40- block up the slope in the figure below. The coefficient of static friction of all contact surfaces 0.10. (a) (a) Draw the FBD of the block. Show all the necessary angles of inclined forces. ( Draw the triangle that will solve for the force exerted by the bar on the block at B. Indicate a the angles in the triangle. (Note: there is nothing to solve, you will only draw what is being aske in (a) and (b). 40 lb B 30 P. 5' 2' 3'
3². A cantilever beam carries a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D., MX a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m 7m D Assume El to be constant: E = 200,000 MPa, I = 500 x 106 mm4.
theta = 33 degreesM1 = 450 NmM2 = 550 NmM3 = 650 Nm a. Find the x-component of the resultant moment (in N-m). b. Find the y-component of the resultant moment (in N-m). c. Find the z-component of the resultant moment (in N-m).d. Find the angle of the resultant moment with respect to the positive x-axis (alpha in degrees).e. Find the angle of the resultant moment with respect to the positive y-axis (beta in degrees).f. Find the angle of the resultant moment with respect to the positive z-axis (gamma in degrees).g. Find the magnitude of the resultant moment (in N-m).
Please solve the problem in the picture, find all of the reactions and please show the shear, moment and Moment/EI diagrams. Thank you for your help!
Problem 2. Use Force Method A) For the frame shown below, draw the shear and moment diagram B) Find the horizontal deflection at Cusing virtual work Assume El is constant. C 30 ft 10 ft 15 kips 10 ft
SOLVE BY STRICTLY CONJUGATE BEAM METHOD
Use Virtual Work Method AE Constant for all truss members. Solve for the horizontal displacement at joint A.
please do the question (iv) i will be extremly appreciate!!
do asap
Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at “B" settles 35 mm. The moment of inertia is given by (I) for regions “AB", “BC" and “CD"; however it is equal to (21) for the region “DE". (“B" is the roller and “E" is the fixed type of support). [The flexural rigidity: El=40000 KNM²] 60 kN 10 kN/m ►X В (I) (1) (I) (21) 1.5m
Determine the equations of twist and deflection for the following beam. If any constant is zero should indicate it. Use the reference frame as requested: Section ABC, froml eft to right(→) with origin in A, Section CDE from right to left(<--) with origin in E.
Use moment area method.