W = 5, P=40 2. Solve for the Slope at B and the support reactions of the beam shown below using both 3ME and SDM. Assume beam is prismatic and homogeneous (meaning El is constant). Draw the shear and moment diagram P kN w kN/m A 8m 6m 2m

W = 5, P=40 2. Solve for the Slope at B and the support reactions of the beam shown below using both 3ME and SDM. Assume beam is prismatic and homogeneous (meaning El is constant). Draw the shear and moment diagram P kN w kN/m A 8m 6m 2m

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: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given data: E=29000 ksiI=843 in4EI=24447000 k.in2EI=169770.8333 k.ft2

Q: The boom AC in the figure rests in a ball and socket joint at A and is held in equilibrium by the…

A: To find: Coordinates of D

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN, M = 16…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape (E = 29,000 ksi;…

Q: itegrate your expression for M(x) twice to obtain expressions for slope and deflection respectively.…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: The beam in the figure below is subjected to a load at its end. Determine the displacement at C. El…

A: Given :- Load at C=4kN EI = Constant To find:- Displacement at C

Q: 2.6 The rigid bar BC in Figure is supported by the steel rod AC of cross-sectional area 160mm². Find…

A: Given Data Cross sectional area of rod (A) = 160 mm2 E = 200 GPa Determine the vertical…

Q: Q2. A truss is supported by a pin at A and a roller at B as shown in the Figure Q2. Modulus of…

A: Note:- In the given question there are more than three sub parts, so as per the policy of Bartleby…

Q: PROBLEM 4 6 mm Determine the location of the shear center O of a thin-walled beam of uniform…

Q: A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m…

Q: A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The…

A: Given:- Tapered cantilever beam AB To find:- equation of deflection curve and deflection at free end…

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 21 kN/m, P = 35 and M = 28…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple…

Q: 4. For the cantilever beam shown, determine the (a) slope and (b) deflection at the free end B. El…

Q: Figure 2 shows a no sidesway frame with a 2kN/m uniformly distributed load at ABC. The frame has a…

Q: The trapezoidal loading is carried by the simply supported beam AB. The beam is a steel tube with…

Q: Analyze beam using. displacement method of analysis as shown in Figure-I. to deteimine internai…

A: The moment distribution method is a structural analysis method for statically indeterminate beams…

Q: P = 80 lb A B 40 in. 2 = 40 in. RA RB beam shown above: Determine the support reactions R, and Rs…

A: Given -

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given Data: E=29000 ksi I=843 in^4 EI=244.47*105 ks-in2 w=4.9 kips/ft LAB=14 ft LBC=LCD=8 ft LDE=5…

Q: Problem 2-A concentrated couple, Mo = 600 Nm acts at the center of the simply Supported beam which…

Q: The simply supported beam consists of a W21x 44 str support at Dcan provideresistance either up or…

Q: 1) F=36 kN single load, M=48 kN.m moment and w=20 kN/m distributed load act on the beam whose…

Q: A restrained beam having a span of 5 m is loaded with a distributed load that varies from 12kN/m on…

Q: 4. A rigid beam fixed at O is loaded by an nth degree spandrel having a vertex at B. a. Determine…

Q: A wood beam with a square cross section supports the load as shown. Determine the cross sectional…

Q: simple support beam is subjected to a constant distributed load and a concentrated load as shown in…

A: Given Data:Simply supported beamUDL=1.5kN/mConcentrated load = 2kNSpan L=3m It is required to…

Q: A symmetrical beam cross section is shown below. The centroid is in the exact centre of the section.…

Q: 5. Using VWM or CTM, solve the slope of the elastic curve at the right support for the beam loaded…

Q: as shown. EI is constant; E = 200GPa and

Q: Using E=200 GPa, w = 16 kN/m, P = 24 kN and M = 16 kNm, L7= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find,…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: Problem 6: For the beam shown, compute (a) the slope and deflection at midspan and (b) the maximum…

Q: Determine the equation of the elastic curve for the beam using the x coordinate that is valid for 0…

A: Consider the given beam. Let at distance x, the load is w'. Calculate the load at section xx.…

Q: The truss structure (all members have the same area) carry the loading shown (P = 150 kN) Determine…

Q: Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load…

Q: and (b) the maximum deflection. Draw also the e. Assume El constant. E = 200 GPa, I =

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: A w (kN/m) L ŢŢ B tie rod

Q: Problem The steel I-beam is simply supported at A and D and subjected to concentrated loads at B and…

Q: 24RN /m 12AN/m 3m Sm

Q: 1. The simply supported beam shown carries a load that varies from zero at A to 48kN/m at B. Compute…

A: a) Slope at A = 7wl3360EI = 7×48×63360EI =201.6EI B) Slope…

Q: n the omage below Ties on the ground e supports the load Shown. Assuming the upward reaction of the…

Q: The maximum deflection of a simply supported beam is located at: Group of answer choices a. x =…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

W = 5, P=40
2. Solve for the Slope at B and the support reactions of the beam shown below using
both 3ME and SDM. Assume beam is prismatic and homogeneous (meaning El is
constant).
Draw the shear and moment diagram
P kN
w kN/m
A
8m
6m
2m

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 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) Figure Q2(a) to (c) shows beams with different loads and supports. Derive the moment equation in each beam by using the Maccaulay Method.
6. Use the three moment theorem to analyzo the Continuous beam shown below. Draw the shear force diayram and bending Monent diagram re B. 160 1-Sm 1.Sm Bm
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
F=30 kN single load, M=34 kN.m moment and w=10 kN/m distributed load are acting on the beam whose loading condition is given in the figure. Point B is located just to the right of the application point of force F and moment M. The length L is also given as L=5 m. According to this;Question1-A) Find the support response (Dy) at point D. (Write your result in kN.)Question1-B) Find the support response (Ay) at point A. (Write your result in kN.)Question1-C) Find the shear force (VB) at point B. (Write your result in kN.)
For the given beam and load a) show the correct equation of shear and bending-moment curves b) correct expression for max. the absolute value of bending moment in beam.
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; / = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 6 kips/ft, determine: (a) the beam deflection VÀ at point A. (b) the beam deflection vc at point C. Assume LAB = 13 ft, LBc = 8 ft, LcD = 8 ft, LDE = 5 ft. W B Answers: (a) VA = (b) vc= LAB LBC in. in. D LCD LDE
From the given simply supported beam below, determine the following: a, The shear and moment equation of each segment of the beami Use point A as reference of b. The Shear and Mament Diagram of the beam e The maximum shearand moment of the beam. d. The moment of Ihertia with respect to the neutral axls. e. The maximum flexurál stress and shear stress of the beam. I. The bending stress at point B andC * The shear stressät the mid-point of the beam. 20 kN 14 kN / m 10 KN / m A B [D] E 4 m 25 m 25 m 3 m 360 mm 80 mm 130 mm 130 mm 300 mm 90 mm 280 mm
Determine the maximum bending moment for the beam shown below. Usea = 8 ft, b= 12 ft,c = 6 ft, and w= 15 kips/ft. The reaction forces for this beam areA, = 83.1 kips and Dy = 96.9 kips. В D a b Answer: Mmax = i kip-ft
The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 16 kN and M = 24 kNm, L1= 3 m, L, = 5, L3= 2 m and a=35 mm. Find, a. by double integration method find the ElS at the right end of the beam b. by double integration method the maximum Elő between supports c. If w is spread over L-and L7, and P and M are interchanged, determine the midspan Eló and deflection by moment- area method. 4a W 10a M D 7a
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.
A simply supported beam carries a moment applied to one end as shown. El is constant. a) Calculate the support reaction forces for the beam b) Write out the M(x) equation using discontinuity functions. c) Determine the slope and deflection equations by integrating the M(x) equation as needed and using two B.C. to solve for the integration constants, C1 and C2. d) Calculate the deflection at the mid-span of the beam. e) Check: Calculate the deflection at point B (right support). A 12A
The simply supported beam shown carries a load that varies from zero at A to 48KN/m at B. Compute (a) slope of the elastic curve at A; (b) slope of the elastic curve at B; (c) deflection 4m to the right of A. EI = constant 48 kN/m 6 m