Read the question carefully and give me right solution according to the question..Determinesupport reaction at the rocker at BReactions at support D P kNw kN/mT30°IC6 m3 mFor the beam shown; knowing that P= 60 kN, w= 8 kN/m:determine(Support reaction at the Rocker at B.E (Reactions at support D:

Answered: Image /qna-images/answer/09ae69cd-1230-4af8-966f-ed9657c83b9a.jpg

Answered: P kN w kN/m T30° C 6 m 3 m For the beam…

P kN w kN/m T30° C 6 m 3 m For the beam shown; knowing that P= 60 kN, w= 8 kN/ :determine (Support reaction at the Rocker at B. E (Reactions at support D:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

See similar textbooks

Related questions

Q: Compute the reactions and draw the shear and mo-ment curves for the beam in Figure P9.21. In…

A: Solution Given data E= 200 GPa T=60*106 mm4

Q: 1. From the given beam, compute the following: a. reactions at A & B. b. shear and moment at D. c.…

A: Shear force : Clock wise positive Anticlockwise negative Bending moment: Clockwise negative…

Q: Solve for the reactions and draw the shear and moment diagram. (5) SN kN-m

Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo=45 kN/m and…

Q: Calculate the support reactions at A and B for the loaded beam. |100 Ib/ft A B 2.1' 4.3

A: Draw the free-body diagram of the beam.

Q: Determine the reactions at A and C if P 60KN and 0 = 30°.

Q: B 1.5P 35° 35° 55° 4 m 4 m

Q: Determine the maximum positive moment that can be developed at point D in the beam shown due to a…

A: Given data in question Point load UDL Dead load of beam Span member length To find out Maximum…

Q: 12 kN/m B C 3 m 6 m- Prob 7 65

Q: 5 kN/m Eхаmple For the beam and loading shown, determine the magnitude of the force F for which the…

A: Consider the free body diagram ;

Q: 4. Compute the support reaction of the given frame. 25 kN/m 4 m 150 kN 4 m E 6 m 10 m- The support…

Q: Solve for the reactions and draw the shear and moment diagram. 5m FN kN/m 3 m

Q: The boom of the derrick in the figure is rotated back 30° from the XY plane. Determine the force in…

A: Structural engineering can incorporate an assortment of administrations for the investigation and…

Q: Determine the absolute maximum live moment developed in the simply supported bridge desk due to the…

A: Given: Live moving loads on a bridge as shown in the figure.

Q: Solve for the reactions and draw the shear and moment diagram. (1) 5m FN KN 3 m (2) 5 m MN KN 3 m

A: BMD= BENDING MOMENT DIAGRAM SFD= SHEAR FORCE DIAGRAM

Q: For the below structure a moment is applied at E, find the equilibrium moments exerted by the…

Q: Determine the Vertical Reactions at A and B, (Av, Rb) 50 kN/m 50 kN/m "A – 4.5 m- 4.5 m-

A: This is a case of propped cantilever where one end is fixed and other end is propped.

Q: Given : M1 = 400 kN-m M2 = 500 kN-m M3 = 600 kN-m P = 150 kN w1= 60 kN-m w2 = 120 kN/m a =…

Q: P, = 4.5kN W, = 2.4kN/m W2 = 1.6kN/m P2 = 3.6kN 2.1m 0.9m 1m 1.5m 1.5m 7m

Q: Using area moment method, find the reactions of the structure. 75 kN - m 120 kN B 6 m 6 m

Q: roblem III. Refer to the beam shown below. 99 kN P (kN) kN/m 75 60 kN/m 3m 90 kN.m 2m 1m 3m A в с E…

A: Given, the above is simply supported having a length of 9m the beam is loaded with combinations of…

Q: A₂ with 4 d 30° com

Q: The smooth disk shown is pinned at D and has a weight of 20 lb. Neglecting the weights of the other…

Q: (5) 10 kN-m 5 m 3 m

A: As each every problem is different structure and loading so not related to each other. As per our…

Q: 15 kN/m Q2/ Determine the reactions at roller (A) and pin (C) for equilibrium of the member (ABC),…

A: ∑MC=0 VA×1.8 - 12×15×1.2×0.6+13×1.2 - 6×0.4 = 0 VA = 6.33 kN ↑

Q: Solve for the support reactions at A and B. W, = 400 #/FT. %3D w2=100#/FT A B 000 4'

A: Moment at A = 0 RB(6+4) – 100(6)(6/2) – ½(300)(6)1/3(6) = 0 RB(10) – 3600 = 0 RB = 360

Q: 43 kN /m 17 KN/m B E 26KN-m

Q: Determine the reactions at A and C if P = 50KN and 0 = 70°.

A: Consider whole structureTake moment about C:∑…

Q: 102 Ib/ft А B 3.3' 5.6' 78 lb

A: Let us consider RA and RB to be the reactions at A and B respectively ∑V=0 RA+ RB=78+1022×5.6' RA+…

Q: An inclined beam is supporting a concentrated load P = 800 kN. Determine the absolute value of the…

Q: Spring CD remains in the horizontal position at all times due to the roller at D. If the spring is…

A: The given data is shown below:

Q: 1. Determine the reactions at supports. Find the rotation at point F and the maximu deflection of…

A: Given data: PL = 40kn UDL = 10kn/m

Q: Determine the reactions for the continuous beam shown by the three-moment equation. Draw the shear…

Q: 1. Compute the total reactions at A and B for the truss shown. D E G 300 N 20 m R Bh 1200 N RB sodN…

Q: Determine the shear and bending moment at point A of the structure shown 150 kN 100 kN m 25 kN/m B 4…

Q: DETERMINE THE REACTIONS AND SHEAR & MOMENT DIAGRAM in MEMBER BCDE ONLY Let P=22 OO B 4' C…

A: Concepts used : Moment at internal hinge = 0 Use Equilibrium Equations to get all 4 reactions Draw…

Q: Shear and Moment Diagram Refer to the beam shown below. (P= 207.00 kN) Determine the support…

A: Maximum Positive Bending Moment = 782.957 kN-mThere is no Negative bending Moment in the beam.

Q: 8 KN/m B D 3m 3m

A: Given data:

Q: From the given beam: Determine the vertical reaction By at point B 12 kN 4 kN/m 2 kN/m 8 kN-m 16…

Q: P = 20.## kN M = 50.# kN-m W = 5.## kN/m A D F B E G 6 m 2 m 2 m 6 m 2 m

Q: Draw the shear and moment diagram of the beam shown. 8 KN 16 kN 12 KN D. 3 m 3 m 5 m 4 m 1.…

Q: Determine the internal bending moment (kN-m) at point D. 1.5 kN/m 0.5 kN/m A B D 6 m 3 m

Q: Problem #2 Y kN В m A B Y kN 8 kN Am C m 2 m 6. What is the reaction of the support at B? (kN) 7.…

Q: 1. Given the beam shown. 30 kN/m -3 m -6 m- a.) Determine the support's reaction. b.) Draw the Shear…

Q: اكتب اسمك والتوقيع على الورقة وتهمل اي اجابة بدون الاس و الرسومات الضرورية Draw the F.B.D. for the…

Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo= 35 kN/m…

A: given wo = 35 kN/m L= 9 m we have to find RA and RB

Q: The dead-weight loading along the centerline of the airplane wing is shown. If the wing is fixed to…

Q: Determine the vertical reaction at B (By) when P=17 KN; Q=40 KN and W=10 KN/m. P w (kN/m) В A 0.3 m…

A: Option D is correct

Q: Problem #4 X N/m B В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At…

Q: For the beam shown; knowing that P= 60 kN, w= 8 kN/m :determine Support reaction at the Rocker at B.…

A: Draw the free body diagram.

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Read the question carefully and give me right solution according to the question..

Determine

support reaction at the rocker at B

Reactions at support D

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 by step

Solved in 2 steps with 1 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

a. what is the degree of the moment curve at 2.5 m from the left support?b. calculate the maximum moment in the beam.c. calculate the vertical reaction at C.
If P = 20.3 and M = 6.83, Determine the Shear Force at point B of the Beam shown.
What is the Maximum moment in kN-m. Given: w = 38, a = 4, b = 3, and c = 1.
In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of moment MB when x = 1.80 m due to a unit load?
Determine the reactions at S and C if P=80kN and 50
The horizontal reaction at B is? a. 6.96 kN going to the right b. 6.96 kN going to the left c. 15.02 kN going to the right d. 15.02 kN going to the left The reaction at hinge C is? a. 5 kN going downward and upward b. 7 kN going downward and upward c. 10 kN going downward and upward d. 12 kN going downward and upward
Assume point D is just to the left of the 60-kN force. Take wmax= 55 kN/m. Assume the support reactions at A and B are vertical. Determine the magnitude of the resultant internal bending moment on the cross section at point D
Solve for the reactions, draw the shear and moment diagram, indicate the degree of the curve and box your maximum shear and moment. Note: The magnitude of the concentrated load acting 0.5m from the hinge support is 5KN.
Solve for the reactions and moments at the supports below using moment distribution method. Answer: Ra=110.2 kN, Rb=310 kN, Rc=220 kN, Ma=-125 kN m, Mb =-259 kN m, Mc = -160 kN m
1. Neglecting the mass of the beam, compute the reactions at A and B.Explanations are not needed
Given : M1 = 400 kN-m M2 = 500 kN-m M3 = 600 kN-m P = 150 kN w1= 60 kN-m w2 = 120 kN/m a = b = d = 6 m c = 4 m Determine the following: a. The maximum positive shear (in kN). b. The maximum negative shear (in kN). c. The maximum positive moment (in kN-m). d. The maximum negative moment (in kN-m). e. The location of maximum shear from the left end of the beam (in m). f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.
A uniformly distributed load on beam ABC in Figure P6.9 causes it to sag. To counteract this sag, a cable and post are added beneath the beam. The cable is ten- sioned until the force in the post causes a moment equal in magnitude, but opposite in direction, to the moment in the beam. Determine the forces in the cable and the post, and determine the reactions at A and C.