Detailed Solution please The rigid bar ACE is supported by a pin at Aand two horizontal aluminum rods, each ofcross-sectional area 80 mm?. When the 400-kN load is applied at point E, determine (a)the axial force in rod DE and (b) the verticaldisplacement of point E. Use E = 70 GPa foraluminum.DE400 kN2.5 mBC40°2.5 m i

E=70GPa A=80mm2 to find axial force in rod DE and displacement at point E

IS d two horizontal aluminum rods, each sS-sectional area 80 mm?. When the 40 load is applied at point E, determine ( axial force in rod DE and (b) the vertic placement of point E. Use E = 70 GPa f minum. %3D D E 400 kN 2.5 m B 40° 2.5 m i

IS d two horizontal aluminum rods, each sS-sectional area 80 mm?. When the 40 load is applied at point E, determine ( axial force in rod DE and (b) the vertic placement of point E. Use E = 70 GPa f minum. %3D D E 400 kN 2.5 m B 40° 2.5 m i

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Related questions

Q: Given data : Water content3D0.3 Void ratio=0.25 Specific gravity=2.7 Determine degree of saturation

A: Given data : Void ratio of soil (e)=0.25 Water content of soil (w)=0.3 Specific gravity of soil soli...

Q: m, hw= 440 mm, bw = 420 mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side m d...

Q: 76 mm 12 mm 25 mm nm am nm nm

Q: What is the difference between Lanai and Al fresco? It is better if both are in the plan?

A: Numerous homeowners want to make the most of their outdoor living spaces by building beautiful Lanai...

Q: if the traverse will be adjusted using compass rule, determine the adjusted angle of course CD

A: To Determine adjusted angle of course CD

Q: Water at 7 ft/s and 65 F flows in a 10 in schedule 40 pipe (inside diameter from Table A.III.1(SI) ...

A: The given data is shown below: Velocity=7 ft/sDiameter=10.02 in.

Q: www.w

A: To find the static indeterminacy-

Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule...

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass...

Q: Problem (3) The flow net for water seepage is shown in the figure below, where the permeable soil la...

A: Unit weight of water 10kn/m^3 H1 =3 m H2 = 0.5m Length of sheet pile 2 m Seepage force per unit vo...

Q: Situation C: A beam loaded as shown made of wood having uniform values of E and I, using the Moment ...

Q: A rectangular cross-section of a concrete beam is shown in the figure. The diameter of each reinforc...

Q: The maximum horizontal acceleration of water-wave particles occurs at (crest, trough, crossing point...

A: Given data: Wave theory related questions:

Q: Problem (4) The following results have been reported for field pumping test from a well, where the t...

A: Given, Disharge (q) = 0.68 m³/min h1= 5.6m h2= 5m r1=60m r2= 30m Our aim is to determine the, Hydr...

Q: A 6 m long cantilever beam 250 mm wide x 600 mm deep, supports a uniformly distributed dead load (in...

A: Given data, Length of beam L = 6 m Distributed load W = 5 kN/m Concentrated load P = 8 kN Prestress ...

Q: 1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of ...

A: For the given double angle tension member,

Q: ermine the force magnitude in member CJ. 1m 1m -1m- IA 1 m D 1m K F 1 m IG M 1m W 396 N O 284 N O 36...

Q: Problem (2) a) Find the quantity of discharge q per meter width for the sheet pile given in the figu...

Q: Explain the relationship of the Width of Compression Face of the Beam (b) and the Total Depth of the...

Q: Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In th...

Q: A =2.4 kN, B =6.0 kN, C =7.4 kN Determine the magnitude of the axial force in member EG (in kN). Ans...

A: To find the force in member EG -

Q: A tower is standing on a horizontal ground. To calculate the height of the tower, a surveyor at A, d...

A: To determine the height of the tower. Given, Angle of elevation at A (θ) = 28.4o Angle of elevatio...

Q: A roof purlin, supported by a rafter, must support a 500# vertical snow load. PURLIN- RAFTER. Determ...

A: Given data in question Load Angle Rafter Purlin To find out Perpendicular component to rafter

Q: The following data are for a variable head permeability test: Area of soil specimen=1200mm² Length o...

Q: Calculate for support reactions if: P=51 -Plot shear diagram -Plot moment diagram

Q: BEARING N 32° 14' W N 53° 42' E S 67° 28' E S 48° 57' W COURSE DISTANCE АВ 115.28 ВС 165.83 CD 206.9...

Q: A Z-shaped rigid bar ABCD, shown is suspended by a pin at B, and loaded by a vertical force P. At A ...

A: from moment equilibrium we will calculate force applied by rod rod properties elastic modulus = 20...

Q: In 2010, the population of Dallas, Texas was approximately 9,939,000, and decreasing according to th...

Q: ww

Q: Determine the slope and deflection at point B of the beam shown by moment area method. [ EI= constan...

Q: Calculate the pressure increase that must be applied to water to reduce its volume by 0.8%. Bulk Mod...

Q: Void Ratio (e) Cost Php/m3 400.00 Borrow Pit A 0.82 В 1.1 250.00 C 0.9 450.00 0.78 600.00

Q: [A] E [A] [B] [C] ..

Q: A three-hinged arch is loaded as shown. P1, that is 16 KN is located 1.2 m away from left support wh...

Q: A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value o...

A: As per company's guidelines We can only answer first question Kindly post other question as separat...

Q: A 300mmx600mm beam is prestressed with 500kN with an eccentricity of 150mm below. Determine the maxi...

A: Stress at top fiber =pA-pez+Mz=0 Z=bd26 b= 300mm d= 600mm Z=300× 6002/6=18000000mm3 =500000300×600-(...

Q: Write the shear and moment equations (simplified and not simplified) at each segment of the beam. Dr...

Q: 1. What is the relative density for a soil sample has the following properties: e o = 0.68 e min = 0...

A: Given data of a soil sample eo = 0.68 emax = 0.95 emin = 0.38 Now We have to find the value of ...

Q: The solid structure ACD lies in the ry plane. It is supported by a weightless rod BC with ball-and-s...

A: The given figure is shown below:

Q: What is the wet service factor, Cm, for a nailed connection that is "wet" (MC>19%) at the time of fa...

A: Given data: wet service factor nailed connection wet at the time of fabrication nailed connection dr...

Q: m using area moment meth KN-m². W2 W1

Q: A hollow cylinder 1.20 m in diameter 2.5 m high weighs 4 kN. a. Determine the weight of lead anchor...

A: Diameter of hollow cyinder, D =1.2mDepth of cylinder, H =2.5mWeight of cylinder, W =4KNThe projectio...

Q: 4. The sum of the positive departure exceeds that of the negative departures by 0.31 m. The sum of n...

A: Given

Q: Determine the allowable value of force P (in Newtons), if a bar of diameter d = 31 mm and length L =...

Q: Solve the given beam using area moment method. Assume El - 3500 kN-m2. W2 C A 4 m 2 m 2 m SET w1 (kN...

Q: SIT. 2 The length of curve of a simple curve having a degree of curve 4 deg. is equal to 210 m. 1. C...

Q: A rectangular block of dimensions 1.2mx 1mx1.8m this is completely submerged in water its weight in ...

A: Volume of block = 1.2 x 1 x 1.8 = 2.16 m3 Weight of block when submerged in water = 2542.8N Apply A...

Q: A soil sample has a bulk unit weight of 20.0 kN/m^3 at a water content of 8.0%. Use Gs=2.56 Determin...

Q: A soil sample has a total volume of 1,485 cc. The specific gravity of the soil solids is 2.74. Then ...

Q: A body with a volume of 10 liters and a mass of 5 kg is immersed in glycerin (ρ = 1,500 kg/m3). Calc...

A: To Determine Submerged portion and the apparent weight of the body.

Q: A layered soil is shown in following figure. a) Estimate the hydraulic conductivity for flow in the ...

A: Given data of soil Assume K1 = 10-3 cm/sec K2 = 2 *10-4 cm/sec K3 = 10-5 cm/sec K4 = 2 *10-3 cm...

Concept explainers

Layout and Design

The layout is the process of marking all the building components on the land from the prepared plan. The layout of construction includes transferring the whole plan of foundations, boundaries of the structure, centerline of the wall, and all other important structural parts on the ground along with the length and width so that the components of buildings can be excavated properly. Designing is the process of establishing the concept of the building on paper in a properly engineered manner.

Question

Detailed Solution please

The rigid bar ACE is supported by a pin at A
and two horizontal aluminum rods, each of
cross-sectional area 80 mm?. When the 400-
kN load is applied at point E, determine (a)
the axial force in rod DE and (b) the vertical
displacement of point E. Use E = 70 GPa for
aluminum.
D
E
400 kN
2.5 m
B
C
40°
2.5 m i

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 rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. Compute the vertical displacement of point C caused by the 50-kN load.
A horizontal beam is supported by an inclined strut and carries a load of 15 kN at joint AD CBD in the figure. The strut, which consists of two bars each of thickness 40 mm, is connected tothe beam by a rivet passing through the three bars meeting at joint. The allowable shear Cstress and bearing stress are all, z =60 MPa and =120 MPa, respectively.a) Determine the required diameter of the rivet at the hinge that carries safely by the given Csystem.b) If the diameter rivet used on the support is 20 mm check whether this rivet diameter is Asufficient for the given system.
NEED IN 1HOUR PLS THANKS From the figure, compute for the horizontal and vertical component forces of the hinge at B acting upon member AC as shown.
DRAW the elastic curve of the beam. Flexural rigidity is 415 kN-m^2
SOVLE THE INTERNAL FORCE OF THE BEAM a) midspan of Lb)midspan f the left overhangc) midspan of the right overhand VALUES: P= 53 kN L= 8.1 m b= 1.8 m
The compound shaft is firmly attached to rigid support A. It consists of hollow brass tube AB ( D= 6 in. and d = 2.7 in. ) which is securely connected to solid steel tube BC ( D = 3.8 in. ). Use GBr = 5600 x 103 psi and GSt = 12500 x 103 psi. Determine the shearing stress developed in the brass tube and the total angle of rotation from A to C.
Calculate for the axial force in kN at member CB a = 40.4 kN, b = 21.7 kN, c = 3.6 m
Given P1=00K P2=19K UNKNOWN: 1. FORCE IN MEMBER GF 2. FORCE IN MEMBER FC 3. FORCE IN MEMBER CD
A) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.
A propped beam has a span of 7.2 meters is simply supported at C. It carries a concentrated load of 60 kN, 3 meters from C. EI = 3000 kN.m2. reaction at C, in kN angle of rotation at C deflection at B, in mm
Determine the tension at AC. A. 55.23 kN B. 52.53 kN C. 32.55 kN D. 25.35 kN
Compute the force in member BD in kN. P1 = 51 kN, P2 = 53 kN and x = 5.3 m.