Two members, 1 and 2, are subjected to thermal stress. Determine the compressive force acting on the members. (in kN) AT =30 °C X=1|,7 XID% a = 17:3X10% L- 2.5M E: 40 Gla moulor hesaO0 L-3sm E= 200GPA hollow çircle

Two members, 1 and 2, are subjected to thermal stress. Determine the compressive force acting on the members. (in kN) AT =30 °C X=1|,7 XID% a = 17:3X10% L- 2.5M E: 40 Gla moulor hesaO0 L-3sm E= 200GPA hollow çircle

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: A 1.5 m layer of soil is subjected to an upward seepage head of 1.68 m. The depth of coarse sand req...

A: Given data, Porosity n = 40% Seepage head h = 1.68 m Specific gravity G = 2.67 Height of soil = 1.5 ...

Q: A 425-Newton stone cube having 28-centimeters sides is lowered into a rectangular vessel. If the ves...

Q: d) The cross section of cantilever retaining wall is shown in Figure Q1 d). Calculate the factor of ...

A: Step: 1 Retaining wall: - It is defined as the rigid walls which are used to support or retain soil...

Q: Determine the reactions at the supports for the beams shown below

Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the bea...

A: As per bartleby guidelines, experts are allowed to solve only first three parts. If you want other...

Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the bea...

A: We regret to inform you that as per our company policy we are required to answer only first three pa...

Q: Determine the forces in members AE, BF, and CF of the truss, and state if the members are in tension...

Q: he elements of a reverse curve are as follows: I1 = 18.5˚ I2 = 23.7˚ D1 = 2.6˚ D2 = 4.4˚ If...

A: Given:- I1 = 18.5˚ I2 = 23.7˚ D1 = 2.6˚ D2 = 4.4˚ STA PT = 26+513 To find:- STA PI1

Q: 4. From the figure as shown, the cable BC supports the horizontal bar AB. Compute the shear stress a...

A: Draw the FBD of the given beam and calculate the reaction forces viz Reaction at A and tension at B....

Q: A tri metallic bar is uniformly compressed by appl through a rigid end plate The bar consists of a c...

Q: Determine delta

A: Introduction : In this question we are provided with value of duty and base period of crop. We have ...

Q: Determine the stress in rod if tensile force applied of 23 N having cross sectional area of 50 mm2

A: Given data : The value of load =P P=23 N The value of cross sectional area=A A=50 mm2 Required : S...

Q: 9 mm web section and two flange sections of 620 x 20 mm plate. It has a span of 14 m and carries a u...

Q: . Calculate the cracking moment (max. resisting moment) for the unreinforced concrete beam shown. As...

A: As per Bartleby's guidelines we are supposed to answer only first question.

Q: DA bar has an original diameter of 0.5 in. and length of 9 in. a) Determine modulus of elasticity if...

Q: through a pipe at 150 gradually in diameter from 165 mm at point M to 473 mm Water flows L/s that ch...

Q: Determine Base period-88 days Delta=4.4 m

A: Given, Base period =88 days Delta = 4.4 m

Q: A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical si...

Q: Uploading this question 3rd time, do not copy other solution

Q: Given are the measurements of weir of a reservoir below.. After heavy rainfalls in the city the dept...

Q: 11 Horizontal stiffness coefficient, K of bar AB is given by AE, L 45°B

Q: A tensile test is performed on a brass specimen 10mm in diameter using a gage lenght of 50mm. When t...

A: Given data:d=10 mmL=50 mmδ=0.122 mm P=20 KN

Q: 2) The concrete pedestal in the system above has a diameter of 0.5m and a thickness (height) of 250m...

A: Diameter of pedestal=0.5 m Thickness of pedestal = 250 mm Load = 500 kN Cross-sectional area of the ...

Q: An elastic member 19.9 mm thick is glued in between two rigid members. Considering a shear force of ...

Q: Determine the stress in rod if tensile force applied of 23 N having cross sectional area of 50 mm2

A: Tensile force, T = 23 N Area, A = 50 mm2 now Stress = ?

Q: 1. A 600 kg material is hung from the end of the horizontal bar BD as shown. Determine the stress on...

Q: Horizontal stiffness coefficient, K,1 of bar AB is given by 45°B K11 AE, L

Q: How do I calculate settlement for layer 1?

A: Given:- The thickness of the soil layer 1 = 0-2 = 2 m The unit weight of the soil = 17 kN/m3 The m...

Q: How would I calculate gamma dry for layer 1?

A: To determine the dry unit weight of the soil layer 1. Given, Total unit weight of soil in layer 1 ...

Q: Find the ventical movement og Pif P is 120 kN Steel Aluminum 4m 3m 3 m 2m Im to P= 120 kN Aluminum S...

Q: rectangular dam has a height of 5 m. It retains water that is 4.2 m deep. Calculate the minimum widt...

Q: drainage

A: 1) proper absorbtion and drainage is the most important part of an irrigation system because it help...

Q: Please present FBD/s A tensile test is performed on a brass specimen 10mm in diameter using a gage ...

Q: A sand cone test has been performed in a recent compacted fill. The test results were as follows: In...

Q: Situation 4: Given the adjusted latitude and departure of the closed traverse. Determine the length ...

Q: 67. In case of damaged prestressed concrete I girders which are used for restoring strength? A. O Pr...

A: Answer:- B Explaination: Post tensioning rods in conjugation with the process of jacking can be used...

Q: 38. A paint normally consists of components. A. O 3 В. О 5 С. О 4 D. О6

Q: load of hematite has a density of 5.3 g/cm3. If the mass of the load is 150 metric tons, how many du...

Q: Bronze A = 300mm? 2.00 m E = 83 GPa Steel 1.00 m A = 600mm? E = 200 GPa A В 0.60m 1.00 m 1.00m MN kN

Q: 2 = 800 pst 13 ft B = Ye A = f= 20° ci = có= 70 pst = 150 pet %3D Design a cantilever retaining wall...

A: Answer We are given Surcharge load qs =800psf unit weight of soil γs = 130 pcf Cohesive strength C =...

Q: In natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven dry weight of ...

Q: Determine static indeterminacy of truss structure

A: This question is related to the Determinacy and Indeterminacy from Structural Analysis.

Q: 2. A cube has a side of 600 mm. What force is required to completely submerge the cube in water if i...

A: Side of cube=600mm

Q: The plate as shown weighing 25 kN is raised by a cable sling. The cable sling has the identical levi...

A: This question is related to the solid mechanics. In this question using Force equilibrium equations ...

Q: Draw the shear force and bending moment diagram for the beam shown. Neglect the weight of the beam.

Q: An overflowing dam is shown in Figure 4a. If there is no uplift pressure, determine the location of ...

Q: The equation of the effective stress failure envelope for a slightly over-consolidated clay is 7, = ...

A: Pole Method The Pole method is used in mohr's circle to find the stresses along the plane. The Pole ...

Q: In the cash flow diagram, it is one wherein the cash flow changes by the same amount in each cash fl...

A: This question is related to the Estimation valuation and costing.

Q: Examine the reasons why HetNets are particularly well suited for use in urban regions.

A: Brief concept- Modern mobile communications networks are referred to as heterogeneous networks (HetN...

Q: 7. A horizontal collimation test is performed on an automatic level. With the instrument setup at po...

Concept explainers

Types of Foundation

Question

Please complete solution and no rounding off.

Two members, 1 and 2, are subjected to thermal stress. Determine the
compressive force acting on the members. (in kN)
AT =30 °C
X=1|,7 XID%. a = 17:3X10%
L-2,5M
L-3.sm
E= 200GPA
E: 70 Gla
regular hexagon hollow circle
each side : 15omm douter 150 mm
dinner = 50 mm

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

The assembly consist of two 10mm diameter red brass C83400 Copper rods AB and CD, a 15mm diameter 304 stainless steel rod EF, and a rigid bar G. The modulus of elasticity for red brass C83400 is 101 GPa for 304 stainless steel 193 GPa. If P= 4.3 kN, determine the horizontal displacement of end F of rod EF
PLS. ANSWER ASAP. PROVIDE COMPLETE SOLUTION . I'LL RATE, THANKS Given values: a= 27.0 kN b= 30.2 kN c= 3.8 m d= 4.0 m e= 5.9 m COMPUTE FOR: 1. shear force at member FE in kN 2. shear force at member ED in kN 3. shear force at member FC in kN 4. moment at A in kN-m 5. moment at member KH at joint K in kN-m
The axial assembly consists of a solid 1.05-in.-diameter aluminum alloy [E = 9700 ksi, v = 0.29, 12.3 × 10−6/°F] rod (1) and a solid 1.4-in.-diameter bronze [E = 13300 ksi, v = 0.22, 9 × 10–6/°F] rod (2). Assume L1=17 in., L2=24 in. If the supports at A and C are rigid and the assembly is stress free at 10°F, determine: (a) the normal stresses , in both rods at 162°F (positive if tensile, negative if compressive). (b) the displacement uB of flange B (positive if to the right, negative to the left). (c) the change in diameter of the aluminum rod.
Given Y = 9.79 kN/m^3 Find: P @ bottom of tank (kpa) Force (tensile) on each bolt (kN) Stress on each bolt (MPa)
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.00 in. and a wall thickness of 0.223 in. is fastened to a solid 1.75-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and is loaded as shown. Assume P=18 kips, Q=13 kips, L1=4 ft, L2=6 ft, and L3=6 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.
The simple beam shown, 76.2-cm. long ( = a + L + d ), is made of AISI C1022 steel, as rolled, left a forged. At a =25.4 cm , F1 = 1360.5 kg. is a dead load. At d = 25.4 in , F2 = 1088.4 kg. is repeated, reversed load. For N = 1.5 , indefinite life, and h = 3b , determine b and h . (Ignore stress concentration).
A steel bracket of solid circular crosssection is subjected to two loads, each of which isP = 4.5 kN at D (see figure). Let the dimension variablebe b = 240 mm.(a) Find the minimum permissible diameter dminof the bracket if the allowable normal stress is110 MPa.(b) Repeat part (a), including the weight ofthe bracket. The weight density of steel is77.0 kN/m3.
b. Calculate "P" in KN considering tension failure on net area Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
A W 12 X 35 steel cantilever beam is subjectedto an axial load P =10 kips and a transverse loadV =15 kips. The beam has length L = 6 ft. (a) Calculatethe principal normal stresses and the maximumshear stress for an element located at C near the fixedsupport. Neglect the weight of the beam. (b) Repeat Parta for point D which is 4 in. above point C (see figure).See Table F-1(a), Appendix F, for beam properties.
A compressive load P is transmitted througha rigid plate to three magnesium-alloy bars that areidentical except that initially the middle bar is slightlyshorter than the other bars (see figure). The dimensionsand properties of the assembly are as follows:length L = 1.0 m, cross-sectional area of each barA = 3000mm2, modulus of elasticity E = 45 GPa,and the gap s = 1.0 mm.(a) Calculate the load P1 required to close the gap.(b) Calculate the downward displacement d of therigid plate when P = 400 kN.(c) Calculate the total strain energy U of the threebars when P = 400 kN.(d) Explain why the strain energy U is not equal toPδ / 2. Hint: Draw a load-displacement diagram.
Please answer in neat & complete solution. thanks Q: etermine the forces in all bars of the given set of trusses. Tabulate the answers per bar and their forces for every set of trusses. NOTE: Positive value (+) indicates tension and Negative value (-) indicates compression Where: (all units are in kN) P = 33 Q = 9 R = 2
A flooring system consist of I-beam sections spaced at 3 m(center to center) and with simple spans of 6 m. The beams support a 200 mm thick slab. The flooring system is designed for a live load of 2400 N/m² as well as ceiling load of 750 N/m². The properties of the I-beam sections are : d = 352 mm, weight of beam = 440 N/m, moment of inertia , Ix = 0.0012 m⁴. Consider Fy = 248 MPa, E = 200000 MPa and wt. of concrete of 24 kN/m³. 1. Which of the following most nearly gives the uniform pressure acting on the slab? a. 6.2 kPa b. 7.95 kPa c. 5.2 kPa d. 6.10 kPa 2. Which of the following most nearly gives the total uniform load on the beam in kN/m? a. 19.71 kN/m b. 17.82 kN/m c. 24.29 kN/m d. 28.14 kN/m 3. Which of the following most nearly gives the initial stress on the beam due to deadload only assuming no shoring during construction? a. 12.1 MPa b. 8.91 MPa c. 10.4 MPa…