Solve the ff. using CONJUGATE-BEAM METHOD.PLS. ANSWER ASAP. I'LL RATE, THANKS! Determine the . untnowns on trne beam shown below using conjugate - Beam MethodConsideras0 mm X 250 mmSecti on and E = 200 GPaShow eomplete colution-Roundf punal onswer intoa becimal places.petermine thea) vertical Reaction at C. in KNb) moment Reaction at c in AN-MC) Deplection at point B in mmd) makimum deplectionon the beam in mmTS EN38.0 *N/mA6:5 (m)4.5 (m)

Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Determine the f. unknowns on the beam shown below using Conjugate - Beam Method Consider 250 mm x 250 mm Section and E = 200 Pa Show complete solution. places. doff final answer into a becimal Round Determine the ff a) Vertical Reaction at C. in KN b) Moment Reaction at C in AN-M C) Deflection at point B in mm. d.) maximum deflection on the beam in mm A 38.0 kN/m 6.5 (M) BI 15 KN 6.5 (m)

Determine the f. unknowns on the beam shown below using Conjugate - Beam Method Consider 250 mm x 250 mm Section and E = 200 Pa Show complete solution. places. doff final answer into a becimal Round Determine the ff a) Vertical Reaction at C. in KN b) Moment Reaction at C in AN-M C) Deflection at point B in mm. d.) maximum deflection on the beam in mm A 38.0 kN/m 6.5 (M) BI 15 KN 6.5 (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

Similar questions

This is a determinate structure, which must be statically stable and used in the analysis of MCD? a. Primary Structure b. Virtual System c. Real System d. Analytical mode
Calculat reactions at pin support A and edge B, take beam weight 35 Kg 1 т 3 т B 50° A
A compound beam as shown with a pin at A, a hinge at C, and rollers at B and D,1) Draw all F.B.D.s for your calculation;2) Determine the reactions at A, B and D when the beam is in equlibrium [Hint: 1) ABC part is the independent part and CD is the dependent part of the compound beam. The analysis always starts from the dependent part, then the independent part. 2) Draw the FBD of CD part first.]
a.) Solve for FCD b.) Solve for FAC c.) Solve for FCE d.) Solve for RAV
L+I]2 ab)" a~bm 1 2. 6 STATICS ENGINEERS MECHANIOCS CHAPTER Lecture Notes: = m- %3D a Z = EXAMPLE: 22 ember Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of the three forces. 4.5 m +3 2.1m Pz 1400 N 900N 1.8m 1000 N 70.6m 1.8 m 1.2m ofT R+b? 14
3) A load of 2,700 N acts on the machine part shown below. The machine part has a uniform thickness of 12 mm. Note: Point H will not be used in this problem and may be disregarded. a) Draw an FBD at showing the internal forces present at K. You may choose which side of the part to cut off. One method means you must find reactions at A and B. Choose the method that seems easier to you. b) Calculate the normal and shear stresses at point K (in MPa). [Ans. to check: = 0; ay = -10.89 MPa; Txy=-6.85 MPa] c) Draw the stress element at the point located at K. d) Calculate the normal and shear stresses if you rotate the element -20°. Draw a properly oriented stress element. 2,700 N 135 mm 60° C 50 mm 75 mm 50 mm X 40 mm # 12 mm 15 mm PH 40 mm OK y
bending moment changes sign shear force is maximum iii. bending moment is maximum GROUP-B 1) Derive the relationship between Young's modulus (E) and Bulk Modulus (K). 2) For the aluminium shaft shown (G = 27 GPa) below, (a) determine the torque T that causes an angle of twist of 4°, (b) the angle of twist caused by the same torque T in a solid cylindrical shaft of the same length and cross-sectional area. 1.25 m 18 mm 12 mm
Solve in a way yield line mothed M=12.2KN.m/m 3m 3m 0.5 Mu -5m- 1.5 Mu 0.5 Mu
It required to decide the reaction additives at A and D of the beam proven in under determine. employ unfastened body diagrams to reaptheeffects. RAX RAX RAY 0.75 m 1 m 2m MA RAY B 2m 40 kN 40 kN 2m 30 kN.m 40 kN B 30 kN.m 2m Hinge (a) (b) RCY c Rcx H (c) 3m Rcx RCY 30 kN/m 30 kN/m 20 kN ROY 25 KN 3m E -15 KN -30 kN/m 20 kN DE ROY 15 KN (a) Given beam and loading, (b) Free-body diagram of the entire beam, (c) Free-body diagrams of two parts separated at the hinge point
Structure w:- Analyze by the Con Sistend defor madion_method defor mation method EXH- the bean shown and then D raw S-F D and B-MD EI Canstamnt- sol. .A. 3+0 i Stad Indeteminade 3m to the 1st degree- one redundant) (M)E (2) |(* +here S priman det- Aio choose RB () redundant. as. 84 36 Str. nd3)=Rc(10) ieRc=367 Fjeo1 RA =84 KN1 mi * SMA= 0,4 Ix6=RCAlo RA=0.4 Sec. orig. timits. AD 0--3 84X AB 36 84x-12olk-) oi4 ¥3+X) 0 384(x-3)-120(x) 0-47 CB 36X
Determine change in dimention only.
Analyze the given structure: 12KN 12KN 12KN 3m A 2m 2m 2m D Solve: 1. Member forces for EF GC BC