Please show the steps and don't copy from similar questions, thank you (I just had to clarify because many times people copy answers from similar questions with different numbers)only HANDWRITTEN answer needed ( NOT TYPED) Determine the natural period for the system shown in figure below. Assume that the beam andsprings supporting the weight W are massless.E = 29 x 106 psi.I = 0.3 in4L = 30 ink = 2000 lb/inW = 2000 lbEImWkky

E = 29 x 106 psi I = 0.3 in4 L = 30 in k = 2000 lb/in W = 2000 lb

Determine the natural period for the system shown in figure below. Assume that the beam and springs supporting the weight W are massless. E = 29 x 106 psi. I= 0.3 in L = 30 in k = 2000 lb/in W = 2000 lb ΕΙ L W y

Determine the natural period for the system shown in figure below. Assume that the beam and springs supporting the weight W are massless. E = 29 x 106 psi. I= 0.3 in L = 30 in k = 2000 lb/in W = 2000 lb ΕΙ L W y

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: In this open traverse, what is the error in the latitudes?

A: Since we are given co-ordinates at A and E and latitudes of all the course. We can find the Y…

Q: Where did θ = 14.04 and 2θ = 28.08 came from? And in Rcos(28.08) why is it multiples to cos?

A: This question is already answer in attached answer. This question is related to the Surveying…

Q: For the section shown in Fig. Q4, find the yielding moment My, the plastic moment Mp, and the shape…

A: Draw FBD:

Q: The length of a line measured by a 30 m chain was found to be 450 m. If the chain was 0.2 links…

A: Given data, Measured length of chain = 250 m Actual length of chain = 30 m The chain was 10 cm…

Q: This board product in the picture is most likely made with ... O a. dry process O b. blowline…

A: The blow line process is a method used in the production of particleboard and medium-density…

Q: Question 1 Calculate the stopping sight distance on a highway at a descending gradient of 3% for a…

Q: A 40-mm diameter by 3.5-m long steel rod (1) is stress free after being attached to rigid supports…

Q: A solid steel shaft is to transmit a torque of 10 kN- m. If the shearing stress is not exceed 45…

A: Given data: Transmitted torque, T = 10 kN-m Maximum allowable shear stress, τmax=45 MPa

Q: Compute and plot all moments and sheers Compute all veactions

A: According to Q&A guidelines, only the first question (Problem#3) will be answered as it is a…

Q: What are the fundamental reasons for the internal splintering?

A: Internal splintering can occur in various social groups, organizations, or political entities, and…

Q: A 3 m B 4 kN/m 3 m-

A: TO FIND REACTIONS

Q: The water table at a location is at the ground surface and the saturated unit weight of the soil is…

Q: The 4.46 ft diameter cylinder weighs 5000 lbs. and is 4.88 ft long as shown. Compute the horizontal…

Q: -Determine the pressure of the gas in the bulb shown in the figure here below relative to the…

Q: A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi;…

A: Normal force is the ratio of force to area

Q: What error results on a 20-m sight with a level if the rod reading is 1.7060 m but the top of the…

A: Reading at the rod: R=1.7060 m Length of the rod: L=4 m Offset due to error: =0.3 m Concept: Error…

Q: Show how variations in T and S affect transient drawdown curves in an ideal confined aquifer at r=…

A: r= 1,5,10,15,30,60,90 and 120 m, Confined Aquifer Q= 10 L/sec and t = 400 min T and S refer to the…

Q: What critical elements are important to support the planning process? In detail.

A: The clear goals, scenario analysis, stakeholder involvement, resource distribution, risk management,…

Q: Find the shape factor for the tee section as shown in figure. 20 mm 20 mm -120 mm 200 mm

A: Given Data We have to calculate the shape factor. Find the shape factor.

Q: The law of conservation of energy states that the total energy of an isolated system is constant.…

A: Pollution in the context of production of mobile phones can refer to the release of harmful…

Q: Use the virtual work method to determine the horizontal and vertical components of the deflection at…

Q: Problem 2. Method of Joints Calculate the forces in all of the members of the truss shown using…

Q: A 10 cm dia pipe carries a fluid with kinematic viscosity of 0.25 Stokes at 22°C. If the flow has to…

A: Given data in question DDiameter10 cm Kinematic viscosity 0.25 stokes Reynolds number 2000 To find…

Q: Asap

Q: In a wide rectangular channel, the small surface waves caused due to disturbance by a suddenly…

A: Following are the given data. Upstream velocity =1.4 m/s Downstream velocity =4.2 m/s

Q: A concrete gravity dam, with cross-section as shown is built on a rock foundation. The coefficient…

A: A concrete gravity dam is given. The specific gravity of the dam is 2.4 The specific weight of water…

Q: Structure geometry, boundary conditions and loads A C 2.0m q=5kN/m 2.0m P₂=6kN B 2.0m P₁=25kN

Q: Fresh and seawather flowing in parallel horizontal pipelines are connected to each other by a double…

A: The double U type manometer is provided in the above figure. We have to find out the pressure…

Q: A rectangular beam has b = 300 mm and an effective depth of 525 mm. 28th day compressive strength of…

A: A rectangular beam of Width (b) = 300 mm Effective depth (d) = 525 mm Compressive strength of…

Q: If the lateral compressive strain in a material is 0.3 x 10-3 and the Poisson ratio is 0.25, then…

A: Lateral compressive strain-εL=-0.3×10-3μ=0.25

Q: A 12-m long beam is simply supported at the left end and at 3m from hte right end. The beam will be…

Q: Situation 2: The 6 m radius cylindrical gate shown in figure is 10 m long into the paper, if 0 = 40°…

Q: H.W For the stressed soil element shown in Figure, determine: a. Major principal stress (0₁) and…

A: A stressed soil element is given, σx = -500 kN/m2σy = -500 kN/m2τxy = -100 kN/m2 The plane AE makes…

Q: Q.3) The simply support beam has a roller support at A and pin support at E. a) Write the expression…

Q: 3.0m C P₁=25KN A TITTATT 2.0m q=5kN/m D 3.0m E P₂=50kN B 3.0m Supports at A & B are pins

A: The below frame structure is given, To Find: Part (A): draw the free body diagram to prove its…

Q: it requires a sketch can you please provide that as well

A: I have draw the diagram in my copy . It's difficult to draw here so I had prefer it on my copy

Q: Design a round spiral column to support an axial dead load of 1200 kN and live load of 1500 kN. Use…

A: Calculation of Design Load: The design load is the sum of the dead load and live load, which gives:…

Q: 1. A city has a utility function for use in a logit model of the form U = -0.075A-0.05W-0.04R -0.02C…

A: This method quantifies the significance of changes in mean frequencies of individual modal…

Q: 2. A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of…

Q: .) A study of freeway flow at a particular site has resulted in a calibrated speed- density…

A: The speed density relationship is given as, V =57.51-0.008D= 57.5-0.46D Where v is the speed and D…

Q: Problem 2 Compute the axial stresses in the beam AD and in the truss BC. Consider the contribution…

Q: Probl From a constant head test en fine Sand, the following data were recorded: 16 cm 9.6cm Length…

A: Since there are three different problems, the first problem is solved as per the guidelines. Given:…

Q: Using the method of joints, determine the force in each member of the truss shown. Indicate whether…

A: Given: Compute the angle: tanθ=105θ=tan-12θ=63.435

Q: A cantilever beam AB as shown in figure is subjected to a point load of 12 kN over a span of 6 m…

A: Given: A cantilever beam AB as shown in figure, Point load, P = 12 kN Span length of beam, l = 6 m…

Q: A brick masonry wall of normal thickness 200 mm carries an axial load of 26 kN/m and another load of…

A: Axial load W1=26 kN Other Load W2=19 kN/m Eccentricity e=45 mm Thickness t=200 mm

Q: In what various ways is it possible for a developer to expand their understanding of site design?

A: Although design and programming are frequently regarded as distinct fields, some individuals are…

Q: Situation 1: A triangular gate 3 m high and 1.5 wide is hinged at with an angle of 45° with the…

Q: A line of 5 m on the original map is shrunk to 4.6 m. Calculate the shrunk scale if the original…

Q: The cabinet door in the image is most likely made of ... O a. LDF O b. Massive timber O c. Plywood O…

A: MDF stands for Medium Density Fiberboard. It is a type of engineered wood product made by breaking…

Q: A 6-m long x 50-mm-diameter rod of aluminum alloy [E = 70 GPa, v = 0.346, and a = 22.5 x 10-6/°C] is…

Question

Please show the steps and don't copy from similar questions, thank you (I just had to clarify because many times people copy answers from similar questions with different numbers)

only HANDWRITTEN answer needed ( NOT TYPED)

Determine the natural period for the system shown in figure below. Assume that the beam and
springs supporting the weight W are massless.
E = 29 x 106 psi.
I = 0.3 in4
L = 30 in
k = 2000 lb/in
W = 2000 lb
EI
m
W
k
k
y

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Given,

VIEW

Step 2: Calculation of natural period of given system

VIEW

Solution

VIEW

Trending now

This is a popular solution!

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

•213. The rigid bar AB, attached to two vertical rods as shown in the figure, is horizontal before the load is applied. If the load P=50KN, determine is vertical movement. ALUMINUM L=4m A=500mm? STEEL L=3m A=300mm2 E=200GPA E=70GPa 2m 3m
QUESTION 4 The assembly consists of three titanium (E is 120 GPa) rods and a rigid bar AC. The cross sectional area of each rod is given in the figure. If force of 30 kN is applied to the ring F, determine the horizontal displacement of point F. 1.2 m AcD = 600 mm² %3D 0.6 m 03m E 30 kN 0.3 m AEF = 1200 mm? A AB= = 900 mm2 1.8 m
A brass rod having a diameter of 4 in and a length of 40 ft is suspended vertically from one end. It supports a tensile load of 20 kips at the lower end. If the unit mass of brass is 525lb/ft cube and E=140,000ksi. a. Find the elongation of the rod due to self-weight. b. Find the elongation of the rod due to applied load. c. Find the elongation of the rod if it has a coefficient of thermal expansion of 10 μin/(in°F), and if there’s an increase in temperature by 50 °F. d. What is the total elongation due to loads and temperature?
Figure Q1 shows a simply supported beam and it's loading which has unyielding supports, = 0. The value of El is shown in the figure. a- Determine the equilibrium equations. 5kN /m 10KN T0m 5 m 5m KAB = 1 KBC = 1 Figure Q1 Given: Given: Mij = 2EK (2Øi + Øj – 3uij) + FEMIJ FEMAB = - WL2 /12 = - 5 x 10 /12 = -41.67kN.m %3D FEMBA = + wL? / 12 = - 5 x 10/12 + 41.67kN.m FEMBC =- PI/8 = - 10 x 10/ 8 = -12.5kN.m FEMCB = + PI/8 = +10 x 10/8= +12.5.m
1. Given that the value of P on the figure below is equal to 15 kN which is applied to the centroidal axis of each segment of the rod which is made up of aluminum, bronze and steel which are rigidly connected. Determine the stress in each material in the rod. Steel A=300 mm2 Bronze Aluminum A=400 mm2 A=600 mm2 2P ЗР 4P P 3m+ 5 m 4 m-
Figure shown is a bar composed of different materials - Aluminum and Steel attached to rigid supports. Determine the stress for Aluminum and Steel if an axial load is applied as shown below. Steel Aluminum A = 1.25 in.2 E = 10 × 106 psi A = 2.0 in.2 E = 29 × 106 psi P= 40 kips 15 in.- -12 in.
In the figure shown below, determine the forces in members AC, AD, DE, GI, FH, and GH. Show in your solution your body diagram. 4 @ 4m=16 m B D E 60 kips K -5 @ 3m=15 m-
8. Two 1.75 in thick rubber pads are bonded to three steel plates to form the shear mount shown in the figure. Find the displacement of the middle plate when the 1200-lb load is applied. Consider the deformation of rubber only. Use E = 500 psi and v = 0.48. Rubber 1200 lb t=1.75 in. 9 in. Undeformed grid Deformed and -ty y -1.75 in. 600 lb
Example 21.18. A solid circular steel rod 6 mm in diameter and 500 mm long is rigidly fastened to the end of a square brass bar 25 mm on a side and 400 mm long, the geometric axis of the bars lying along the same line. An axial tensile force of 5 kN is applied at each of extreme ends. Determine the elongation of assembly. For steel E = 200 GPa and for brass E₁ = 90 GPa
O For the assembly shown in the figure, brass rod AE (E=105 GPa) and aluminum rod BF (E=70 GPa) each have a cross-sectional area of 700 mm2. Determine the displacement of the end D of the rigid member CABD that would be caused by a 120 kN load. 120 kN C A B D 40 cm E F 25 сm 25 ст 50 cm
8. A rigid bar AB is supported by three rods. A load P = 350 kN is applied to the bar. The modulus of elasticity of copper is 110 x 10^6 kN/m^2 and modulus of elasticity of steel is 200 x 10^6 kN/m^2. Steel rod A = 900 sq. mm Steel rod A = 900 sq. mm 2 m Copper A = 1200 sq. mm 2 m %3D A B 1 m -1m Determine the deformation in the rods (in mm). * Your answer
An aluminum bar of cross-section 450 ??² is acted upon by the forces as shown in the figure. Determine the total elongation of the bar. Use ? = 70 ???.