Find the reactions at A and D equations.Write the shear and moment equations of the beam from A to B; B to C; C to D; and D to E.By graphical method, draw the shear and moment diagram of the beam.By the shear and moment equation, draw the shear and moment diagram of the beam. 150 KN30KN30 KNJORNBC19 KND4h4hO Find the reactions at A &Dequatuns(2) Wnite the shear & momeatiah the beafom AB; B C, C D & 0-E(3) By graplical me tlod draw theshear & moment diagram f tlo hen(4) By the sham & moment egruatindiaw the shan f momet dingraunthe beam.

Note : As per company's guidelines we are supposed to answer only one question. Kindly repost other…

Answered: 150 KN 30KN 30 KN JORN C19 KN 4th O…

Engineering

Civil Engineering

150 KN 30KN 30 KN JORN C19 KN 4th O Find the reactions at A &Dcquatins

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: Find the reactions at A, B, and C for the beam and loading shown. El = 4.89 × 10° kN mm2 y 40 kN/m A…

Q: 50KN 50KN A B 5m 5m 5m 5m

Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

Q: CABLES & RODS 100° HORIZONTAL 45° E 90° F 115° 1. The block system is stationary as shown in the…

A: To find tension in cable GI

Q: etermine the internal normal force at point C. Take F1 = 546 Ib , F2 = 206 Ib , F3 = 341 lb C=…

A: To find internal forces at point C and D

Q: Q1// Find The reaction for the Tower crane below (dimension in m) 11- W10 kN/m NV-5/m = 17,5 P 10 KN…

A: Find the resultant and location of the distributed loadings. Then using equations of equilibrium the…

Q: a) Compute for the reaction at all supports b) Draw the shear and moment diagrams (specify…

Q: . Given the beam shown. 30 kN/m -6 m etermine the support's reaction. raw the Shear and Moment…

A: To find support reaction and to draw SFD and BMD

Q: 4-11. The towline exerts a force of P = 6 kN at the end of the 8-m-long crane boom. If @= 30°,…

A: Given :

Q: From the given beam, compute the following: a. reactions at A & B. b. shear and moment at D. c. draw…

Q: Determine the reaction at support A and B?

A: Since, its a symmetric loading case, hence both the reactions are equal.For evaluating the reaction…

Q: A 2m 3 m W kN/m B Jc C

Q: Derive an expression for the magnitude of the force Q required to maintain the equilibrium of the…

A: To find:- Q Free body diagram:-

Q: 60° -60 kN·m C y 6 m w = 17 kN/m. %3D

A: Please refer the attached image for complete solution. THANKYOU !

Q: 2) A drawbridge has mass M and length L and is approximately uniform. It has a hinge at the right…

Q: what is the degree of the moment curve at 2.5 m from the left support? b. calculate the maximum…

Q: a) The beam shown in the Figure below is support by a pin at A and a roller at C and loaded as shown…

A: Given:- To find:- Reactions at A and C Shear force and bending moment at D Shear force and bending…

Q: Q2. The force F acts on the end of the pipe at B. Deermine (a) the moment of this force about point…

A: The given figure is shown below:

Q: 13. The roof truss shown is supported by a roller at A and a hinge at B. Find the values of the…

A: This question is related to the Structure Analysis from Civil Engineering. "Since you have asked…

Q: Find the reactions in the support if F= 228 N 200 mm 510 m B 160 mm 480Tm 240 mm

A: The direction and magnitude of the force vary from time to time due to the different reactions…

Q: 3kN/m 25KN B A 2m 4m Зт

Q: Determine (a) the absolute maximum values of shear and moment in the beam produced by the wheel…

A: Given:- Loads=24kN,32kN,8kN To find:- (a) the absolute maximum values of shear and moment in the…

Q: 1. Find the Maximum Shear and Moment. 60 kN 20 kN/m M= 220 kNm 2m 2 m 2 m 2 m R

A: To find maximum shear and moment

Q: 50 k 2 k/ft 10 ft 3 k/ft 24 ft 12 ft -12 ft- 8. The vertical support reaction at hinge is b. 61.28k…

Q: PART II. (BEAMS AND FRAMES : SHEAR AND BENDING MOMENT) DIRECTION : Answer the following questions.…

Q: Calculate V(x) and M(x) between x = 2ft and x = 7ft (measured from the left end) of the beam below…

Q: Calculate moment reaction at support A

A: Given: Cantilever beam with following loading condition To calculate: Moment reaction at A, Ma

Q: 50 k 2 k/ft 10 ft 3 k/ft 24 ft 12 ft -12 ft- 8. The vertical support reaction at hinge is b. 61.28k…

Q: C 21 kN/m 2kN/m 6.6m 2.1m Vertical Reaction on A, kN Vertical Reaction on B, kN

A: For UDL , net force will be the area of load diagram . This net force will be acting at exactly…

Q: 14 kN/m B A 5 m 3 m- Fig. P9.53

Q: B

Q: 1. Neglecting friction and the weights of the members, compute the magnitudes and directions of the…

A: The FBD of the table is shown below: Taking equilibrium equation:

Q: If the force of the smooth roller at B on the bar bender is required to be 1.5 kip, determine the…

Q: 1. Draw the Shear and Moment Diagrams. 20 kN 40 kN 2 m 2 m 40 kNAM ! R₁ 3 2m 6 m 20 kN/m Rz 1

Q: Determine the vertical component of the reaction foroe at point B. Assume upwards forces are…

A: To determine: vertical component of reaction at point D vertical component of reaction at point B…

Q: 10 kN/m Β 6 m - 6 m - -

Q: PROBLEM #1 4 kN/m A 6 m B 10 kN

Q: 15 kN/m A 7 m В 7 m C

A: EId2ydx2=wx22EIdydx=wx36+C1EI y=wx324+C1x+C2 At x=Ly=0dydx=0C1=-WL36C2=-WL424+WL46C2=WL48 At…

Q: cted to the three nalloads sno Compute the reactions at the support point O. The x-y plane ertical.…

A: Given- Uniform weight of the beam= 480 kg

Q: Problem II. Refer to the beam shown below. At point C is an internal hinge. 80 kN/m 60 80 kN/m kN/m…

A: a) ∑Mc=0 60×1×12 + 12×1×(80-60)6×1×13×1 + 60×4×(1+2) + 12×4×(80-60)×(1+23×4) - RE×3 + 160×5 = 0 RE =…

Q: Replace the loading (Figure 1) by an equivalent resultant force and couple moment at point O.…

A: When looking at the geometric representation, the components of a force can be seen as horizontal…

Q: For the beam presented below: a) What is the degree of indeterminacy; b) Determine the moment…

Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

Q: D F- C b A В a

Q: The so-kN force acts on the end of the pipe at B. Determine the angles 6 (0° Sos 180°) of the force…

Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

A: Given, EI = constant w = 4 kip/ft L = 8 ft

Q: Activity 1: The boom AB is supported in the position shown by a cable which runs over a small pulley…

A: Given :- Boom AB is supported by a cable through a small pulley at D Boom AB is hinge support at…

Q: Draw the influence line for vertical reaction at support B, shear at C and the moment at point D the…

A: Following things are asked to be determined:1. ILD for support B2. ILD for SF at C3. ILD for moment…

Q: Compute for the moment and reactions using three-moment equation draw t be cho ar and momont din…

Q: Determine the magnitude (N) of the horizontal component of the reaction at point A if, F=723N,…

Question

Find the reactions at A and D equations.
Write the shear and moment equations of the beam from A to B; B to C; C to D; and D to E.
By graphical method, draw the shear and moment diagram of the beam.
By the shear and moment equation, draw the shear and moment diagram of the beam.

150 KN
30KN
30 KN
JORN
B
C19 KN
D
4h
4h
O Find the reactions at A &Dequatuns
(2) Wnite the shear & momeatiah the bea
fom AB; B C, C D & 0-E
(3) By graplical me tlod draw the
shear & moment diagram f tlo hen
(4) By the sham & moment egruatin
diaw the shan f momet dingraun
the beam.

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 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

(5) Determine the components of reaction at the pin A and rocker B. Hint: The support at C is a peg in the slot in member DC, and allows translation along but prevents it in the direction perpendular to member DC. N.M B Im O с ANC one contin cember, S beam AC w/ rocker at B 600 N 800 N·m 2 m 1.5 1.5 NeLF 2 m 600 N 1.5 m 45% 1.5 m
Q,28 A plane frame ABCDEFGH shown in figure has clamp support at A, hinge supports at G and H, axial force release at C and moment release (hinge) at E. The static (d) and kinematic (a) indeterminacies respectively are o B A (a) 4,9 (c) 2, 13 l'o'o'o'o 0.000 H-1 (b) 3, 11 (d) 1,14 6x3+4+4)-7-7 Gnot-2.
Eiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan
GIVEN : The truss shown on the left 10 REQUIRED : a) Find reactions e supports 2000k- b) Calaulale the magnituck « nature of forces in members G. :D- AC, CD, DI , FG, ĠH, HI 10 So0ok. I 10 A
Ana ly ze the sta tic a lly in d e te rm in a te be am shown by the d is trib u tio n m e th od. D raw shear and bending -moment diagrams. Ske tch of th e de fo rm e d structure notneeded. moment- P 12 ft 28 ft A A В 3 lc 2 lc 3 lc 40 ft 20 ft 4 0ft P(k) w (k/ft) 43.8 3.0
RBH TRBV 3. The frame shown in the figure is hinged to rigid supports at A and E. find the components of the hinge forces at A and E and the forces in members BC and BD. RAH A REH TRAV E REV 120 D 5 0 ction
Help me pls
20kN/m P2=70 EN A=70° 1,5m um Im 1- Find the support reactions of the simple beam 2- Fnd internal equatrons and values force 3- Plot N vM draerams and elastic curve 7 moment L- Pind the location and value of max and Mn Moments
la.) > M A Tiok q' B Find the reactions. Draw and label the V and M diagrams. Fill in the blanks. Write the equations for q, V, and M in the ak region 6
FR L "the reactions of the 2KN 2KN, 2KN 2m 2m √2m Pe R₂ W
Given the problem: 1.) In the frame, shown, members 'ACE' and 'BCD' are connected by a pin at 'C' and by the link 'DE'. For the loading shown, determine this: a.) Reaction at ‘B’ in N. b.) Force in link ‘DE’ in N. c.) Horizontal component at ‘C’ on member ‘BCD’ in N. *Round off final answer in 4 decimal places. Thank you.
4. From the Fink truss shown in the figure, members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine: g. Reaction at point A h. Reaction at point B i. Force at member CE i. Force at member DE k. Force at member BG I. Force at member BF 10polb 200olb 120olb 1s 15 100olb 10 D. Reh 2000lb 4000lb Rev