In the portal frame shown, sway is prevented by a reaction at B. Draw the bending moment and shear force diagrams and sketch the deflected shape. Determine the force preventing sway. EI is constant. 5 m B -240 kNm 4 m 5 m A 4 m D 240 KN ↑ 4 m 4 m D 240 KN +240 kNm

In the portal frame shown, sway is prevented by a reaction at B. Draw the bending moment and shear force diagrams and sketch the deflected shape. Determine the force preventing sway. EI is constant. 5 m B -240 kNm 4 m 5 m A 4 m D 240 KN ↑ 4 m 4 m D 240 KN +240 kNm

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: (If the allowable stresses are 6t=20Mpa and 6c = 80MPa, determine the value of X such that w be…

Q: Q4: What is the advantages of using the script file for writing programs in MATLAB: O ease of error…

A: Answer:- All of the given is the correct answer for the given question. Explaination:- Advantages…

Q: What is the maximum diameter of aggregate considering the depth of the slab in cm if the value of d…

A: This question is related to the design of RCC Structure.

Q: Please define the term of anisotropy and bending stiffness.

A: anisotropy, in physics, the quality of exhibiting properties with different values when measured…

Q: Determine the foreces in the members marked by “x” in the truss loaded as shown at the right. Use…

A: This question is related to the structure analysis.

Q: The material of a rubber balloon has a Poisson's ratio of 0.5. If uniform pressure is applied to…

A: given- Poisson's ratio μ=0.5uniform pressure is appllied

Q: M Q1: Due to the applied loading, the element at point A on the solid shaft in Fig.a is subjected to…

Q: If a river in an alluvial plain has a dominant discharge of 8100 cumecs, the water way for this…

Q: -60 20 10 40 100- 10 -30 -15- 60

A: THE BASIC COMMANDS USED ARE 1. LINE 2. CIRCLE 3. OFFSET 4. XLINE 5. DIMENSION 6. LAYER

Q: PROBLEM No. 1: (a) Derive the shear force and bending moment equations for the cantilever beam. (b)…

Q: For the connection shown, the load is 70% live load and 30% dead load. What weld size is needed if…

A: Solution: Given: LL = 70% x 8 = 5.6 kips DL = 30 % x 8 = 2.4 kips A 36 steel Assume t = 1/2 in E70…

Q: Define angle of nip with neat sketch for a double roll crusher.

A: Roll Crushers are compressive kind crushers that produce a very narrow product particle sizes and…

Q: If a given 1.8-m diameter culvert conveys water at a depth of 160 cm, then: Calculate the flow…

Q: BOD Suspended solids chemical oxygen demand 270.7778 mg/l 312.3143 mg/l 585.8571 mg/l

A: Given Data:

Q: 5m 2E1 (2) 60 kN/m ΖΕΙ | 1m El -12 kN 1m -12 kN

A: Slope Deflection Method Fixed end moments MfAB=-wL212=-60×5212=-125 kN.m MfBA=wL212=60×5212=125…

Q: 1. Determine the normal duration of the project 2. Determine the normal cost of the project

A: Given Data:

Q: Water Gs=1 1. In a test to determine the discharge coefficient of a 70 by 35 mm Venturi meter, the…

A: Given Data; discharge time = 5mins mass = 3.5kn

Q: The distributed load is supported by a box beam as shown below. Determine the maximum value of wo…

Q: Q2/ Determine the consolidation settlement for the foundation shown in the figure below. The soil…

A: Assume pressure distribution to be 1H:1V So, n = 1 For Clay 1 γsat1 = (G+e)γw1+e or, 18 = (2.65 + e…

Q: A rectangular channel 9 m wide carries 7.65 m3/s when flowing 0.90 m deep. What is the critical…

Q: -400 300 200, 200 Dimensions in mm 400 300 X

Q: Q.2- Answer with true and false, and correct false statements. EVENTE U from the int increasin. 3-…

A: Part 4 Minimum concrete cover thickness depends on the exposure environmental conditions and…

Q: rding to the following conditions. Design Environment Pavement slab, (cold climate) Required design…

A: Given : Required design strength = 3000 psi Slab thickness = 12 in. Statistical data indicate a…

Q: The properties of the reinforced concrete beam are b = 316 mm, d = 479 mm, Ast = 1275 mm2, and Est /…

A: NOTE : the given data is Indian standard data

Q: (c) Thiessen polygons constructed for a network of rain gauge stations in a basin yielde- Thiessen…

Q: A rectangular channel with a flow rate of 600 liters per second has a flow depth of 1.2 m and width…

A: In this question a rectangular channel is given Breadth of this channel is equal to 2 m and depth of…

Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 101 kN w = 37…

Q: PROBLEM NO. 3 Find det B a+b B a a A) b²(a + b) a a+b a B) b²(2a+b) a a a+b C) b²(3a+b) D) b²(a-b)…

Q: Determine the velocity of each block 2 s after the blocks are released from rest. Neglect the mass…

A: Determine the velocity of each block 2 s after the blocks are released from rest. Neglect the mass…

Q: 1) The PERT method to solve? a) Game theory b) transportation model 2) To find the saddle point in…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: Problem 5.2 A uniformly distributed load of 2000 kg /m, 6m long crosses over a girder simply…

Q: A 11.1 m simply supported singly reinforced beam has a width of B= 31 cm and a height H=59 cm.…

Q: For a constant specific energy of 1.20 m in a rectangular channel 3 m wide, calculate the critical…

A: Given data- Rectangular channel is given-specific energyEc=1.20 mwidth of channel B=3 mTo Find-The…

Q: OF MATERIALS ar and moment equations for the beam loaded as 494 lb, W 169 lb/ft, a = 5.8 ft, and b =…

Q: Question 22 of 23 A rectangular channel 9 m wide carries 7.65 m3/s when flowing 0.90 m deep. What is…

Q: H.W 4 A simple beam on a 10 ft span supports a uniform load of intensity 800 lb/ft (see figure). The…

Q: A 22:2 mm-diameter bolt having a diameter at the root of the threads of 18.6 mm is used to fasten…

Q: Determine the support reactions. With explanation.

Q: circular raft foundation of 20 m diameter and 1.6 m thick is provided for a tank that applies a…

Q: A type of erosion in which large and deep channels are excavated and which can not be eliminated by…

Q: Construct the influence line for the shear at point C of the beam. A с B -2.5m 10m

Q: Determine the flexural stress and shear stress of the beam loaded as shown in the figure.

A: Given data:- Calculation of support reaction:- RA+RC=40+18×10RA+RC=40+180RA+RC=220 kN Taking the…

Q: For soil profile shown in figure below, estimate the consolidation settlement due to pla 3m fill…

Q: A rectangular channel 10 m wide carries 60 m3/s when flowing 3 m deep. What is the specific energy?…

Q: A 400mm concrete wall supports a DL = 200 kN and a LL = 146 kN. The allowable bearing pressure is…

Q: +9/ZXT +]}6 (

Q: A 572 Grade 65 steel with Fy = 448 MPa is used as a simple beam to carry a concentrated load P at…

A: Given : A 572 Grade 65 steel with Fy = 448 MPa is used as a simple beam to carry a concentrated load…

Q: Q2: Determine the state Of stresses at point A on the cross section of the beam shown in Fig. at…

Q: Find the optimum duration and cost for the projects of a 11 activities, the indirect cost = 150 $…

Q: Determine the 5-day BOD (in mg/L) for a 15 ml sample that is diluted with dilution water to a total…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Example 2.4
In the portal frame shown, sway is prevented by a reaction at B. Draw the bending moment
and shear force diagrams and sketch the deflected shape. Determine the force preventing
sway. EI is constant.
5 m
B
-240 kNm
5 m
4 m
4 m
240 KN
4 m
4 m
↓
D
240 KN
+240 kNm

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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

The horizontal shaft AD is attached to a fixed base at D and is subjected to the torques shown. A 44-mm-diameter hole has been drilled into portion CD of the shaft. The entire shaft is made of steel for which G = 77 GPa. 4. Calculate the angle of twist of point A relative to point D in degrees.
Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
Two forces act on the screw eye. If F1 = 400 N andF2 = 600 N, determine the angle θ (0° ≤ θ ≤ 180°) betweenthem, so that the resultant force has a magnitude ofFR = 800 N.
From the beam shown. Let P = 40 kN, Q = 4 kN/m, L =8m. Determine: 1. Reaction at A. 2. Constant C1. 3. Slope at L/3. 4. Deflection at L/3.
The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel?
Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
1 Use F1 = 12 kN is directed at theta = 45° and F2 = 10 kN. Using rectangular components, determine the magnitude and direction of the resultant force, measured counterclockwise from the positive x- axis. 5 KN 7 kN 30° 70°
If P = 26.5 and M = 9.73, Determine the Bending Moment at point B of the Beam shown.
If P = 20.3 and M = 6.83, Determine the Shear Force at point B of the Beam shown.
Draw the shear and moment curves for the indeter-minate beam in Figure P5.33. Reactions at support A aregiven. Sketch the deflected shape.
If P = 26 and M = 5.74, Determine the Axial Force at point B of the Beam shown.
For the beam in Figure P9.2, compute the reac- tions, draw the shear and moment curves, and compute the deflection of the hinge at C. Use E = 29,000 ksi and I = 180 in.4