Answered: For the frame shown in Fig.(4), find…

For the frame shown in Fig.(4), find the rotation at joint b. Use "Unit Load Method". E = 20 10 kN/m² I= 600*10 m for both mambers

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: Determine the member force BD (kN) shown in the figure. B 3 kN 2 m 45° 30 30 - 2 m 2 m - -

Q: 24 Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

Q: 125 kN 125 kN (1) 4.2 m 175 kN 175 kN B (2) 5.0 m A The roof and second floor of a building are…

A: Thank you for the question . As per code we are allowed to answer three subparts at a time so we are…

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

Q: SOLVE THIS USING CBM. THANK YOU. The trapezoidal loading is carried by the simply supported beam AB.…

Q: Use Castigliano's theorem (the least work theorem) to analyze the structure shown. Calculate the…

A: Given: A symmetrical frame. Required : Analyze the structure using Castigliano's method and to find…

Q: Part 2: By Super Position Consider the simple supported beam shown in the Fig. a. Determine the…

Q: Use the Unit-Load method to find the displacement for the roller support at (A) of the frame shown…

A: The figure is shown below,

Q: A truss bridge has a concentrated load as shown below. As an Engineer use the principle of virtual…

A: Real Forces: Find all the member forces for the given loading. ∑MA=06×4 - VB×9 = 0VB=2.67 kN…

Q: 1. Figure Q1 shows a simplified diagram of a Ram Air Turbine (RAT), where the force on the rotor is…

A: Given values: Consider the given diagram of RAT. EI = 2.7 * 105 Nm2

Q: For Beam SP (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at U 2. The…

Q: 3. A beam with the cross section shown in Figure 3 is subjected to an internal moment of X6 kNm,…

A: Given :

Q: 2. Two steel cables support an applied load of 100 kN as shown in the figure below. Determine the…

A: Apply Lami's theorem, which states that "When three forces acting at a point are in equilibrium,…

Q: T= 275000 N.mm P= 500 N Q: A shaft is subjected to a bending load of 50 kN plus a torsion moment of…

Q: The beam AB, shown in Figure 1a, with length L = 4.5 m is subjected to a uniform distributed load w…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation,....drawing of SFD and BMD for BC

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; 1= 350 × 106…

A: Given: E=200 GPaI=350×106 mm4P=50 kNw=20 kNmLAB=1.50 mLBC=2.50 m To find: (1) Deflection at A. (2)…

Q: A load P is supported by a structure consisting of rigid bar BDF and three identical 12-mm-diameter…

Q: Q 2: A steel rod having a cross-sectional area of 300 mm and a length of 5.5 m is suspended…

Q: 1. Use Virtual Work Method to answer the questions below considering the truss shown in the figure.…

Q: 5.2. Find the critical value of the load P Fig. 5.2 if both ends of the beam are simply supported.…

A: Using Finite differences method Euler's buckling load Pcr = π2EIL2 let L = x Pcr = π2EIx2 x Pcr…

Q: 2. Using Forced Method of Analysis, compute the value of the following for the beam shown: (a)…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

Q: Determine the bar force of member BD (in kN) of the truss shown if P 18 kN and Q = 90 kN. Use 3…

Q: The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed…

A: Data given Find : Equation of elastic curve for segment AB

Q: Part 1 Cut a cross-section through the beam between points A and B, and draw a free body diagram to…

Q: As shown in Fig. P-216, two aluminum rods AB and BC, hinged to rigid supports, are pinned together…

Q: B |A C 60 mm do 60 mm .0.2 m→ 0.5 m

Q: A load P.is supported by a structure consisting of rigid bar BDF and three identical 18-mm-diameter…

Q: Q1: Find the resultant and its direction of the two concurrent

Q: Determine the shear force V (in kN) and bending moment M (in kN · m) just right of the 6.1 kN load…

A: Given simply supported beam

Q: For the simply supported beam carrying the concentrated load P = 223 N at its midspan, determine the…

Q: Given the following distributed loading with p=4N/m, a = 4m and b = 2m. Replace the load with an…

Q: The rigid bar BC shown is supported by the steel rod AC of the cross-sectional area of 0.25in^2.…

A: Given: The cross-sectional area of steel rod AC is 0.25 in2. Consider the figure,

Q: Determine the reactions at support and the forces acting on each member. By applying 1 unit load…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation ### drawing of SFD and BMD#### Assuming EI=1×10^4 KNm^2

Q: loading w 1 The overhanging beam is supported at A and B and has a uniformly distributed 15.8 kN/m…

A: Maximum shear force can be determined from Shear force Diagram (SFD). Using method of section to…

Q: Q. 4 Determine the slope at the supports for the beam shown below. Also, determine the deflections…

A: Given data E = 29000 ksi I = 1000 in.4 Determine slope at the support and deflection at B & C.…

Q: 3. A T-shaped structure is acted in by a distributed load that varies from 100 N/m to 0 N/m and by a…

A: Given data in this problem :⇒BD = 0.825 m⇒AD =1500 mm = 1.5 ma Distance dFrom the above…

Q: A beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

Q: 3. A bar AB is supported by fixed supports at its ends as shown in the figure. An axial load of 12…

A: Please find attached images for solution.

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: A statically indeterminate truss is shown in Figure 4b. Support at A is a pin and E is a roller. The…

A: Use virtual work method to determine the vertical displacement at C.

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Q4)
For the frame shown in Fig.(4),
find the rotation at joint b. Use
"Unit Load Method".
E = 20 10 kN/m²
I = 600*10 m for both mambers
7 kN.m
La
Fig.(4)

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 moment equations actual beam

VIEW

Step 2 moment equations after applying virtual load

VIEW

Step 3 apply unit load metho

VIEW

Step by step

Solved in 3 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

A simply supported beam AB supports a trapezoidally distributed load (see figure). 44 kN/m 22 kN/m A B 4 m The intensity of the load varies linearly from 44 kN/m at support A to 22 kN/m at support B. Calculate the shear force V (in kN) and bending moment M (in kN - m) at the midpoint of the beam. (Use the deformation sign convention.) V = kN M = kN • m
Determine the vertical displacement B of joint B of the truss shown in Figure, Note that the only load acting on the truss is a vertical load Pat joint B. Assume that both members of the truss have the same axial rigidity and cross-sectional area. A = 600 mm², E = 200 GPa 45⁰ B 45⁰ 50 KN 1.5 m
ANALYZE THE STRUCTURE USING CONSISTENT DEFORMATION METHOD. DRAW SHEAR AND MOMENT DIAGRAM. المنيهللااال 7.5 mm 21 kN/m E = 20000 MPa 1= 1.61×106 samm 4.5m 1 с
3. A 400N weight is suspended by two cables connected to a truss. The center of gravity of the weight is located at G as shown below. Determine the magnitude of forces at BC and BD using any method. |0.5. 0.5 m 0.5 m 0.5 m 0.5 m -1 m- E 1 m B D
Problem 2. For the beam shown, choose the spring force as the redundant reaction. The modulus is E = 30 x 106 psi. Determine: a) The support reaction at the base of the spring, b) the rotation of the beam at the left support. 5000 lb/in. R₁ 500 lb/ft -20 .2 m 2² 4"
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
Q4 Determine the vertical displacement at joint A, if members AB and BC experience a temperature increase of AT = 200°F. Use the following data: E = 29 (10) ksi A= 2 in? a = 6.60 (10)" /°F AB = BC = CD = 8 ft - %3D E B A 500 lb 1000 Ib Figure 4
Problem 2. Consider the frame shown below. Take E constant for all three members, and ignore axial deformations. a) b) Find all reactions. Draw the BMD; identify the magnitude and location of all minima, maxima, and inflection points. Find the horizontal deflection at joint C as a function of EI. 10 m XB 15 m I 21 15 m D I -30 kN
(3) For the truss shown, compute the horizontal and vertical components of the displacement of joint B. The area of all bars = 2500 mm2, and E=210 GPa. 1200 kN D IM BI 4 m 3 m 3 m E 300 KN
Example:Determine the force Pneeded to lift the load. Also, determine the proper placement x of the hook for equilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm P. B 6 KN
2. The simply supported beam below is supported on a spring at joint 2. (a) Compute the stiffness coefficient associated with a 1-mm vertical displacement of joint 2. (b) Compute the vertical deflection of the spring produced by a vertical load of 12 kN. (c) Determine all support reactions produced by the 12-kN load. 12 kN 4 m 2y 4 m E = 70 GPa I = 2 x 10-4 m* k = 200 kN/m