1) A two pinned end bars AB (Copper), A= 850 mm², E = 120 GPa and BC (Aluminum), A= 1000mm² , E = 70 GPa is subjected to a horizontal force of 100 kN applied at pin B as shown in the figure, determine the horizontal displacement of pin B. Answer: B 100 kN 2.00m 45° 1.50m

1) A two pinned end bars AB (Copper), A= 850 mm², E = 120 GPa and BC (Aluminum), A= 1000mm² , E = 70 GPa is subjected to a horizontal force of 100 kN applied at pin B as shown in the figure, determine the horizontal displacement of pin B. Answer: B 100 kN 2.00m 45° 1.50m

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: 1500 N 1.5 m D E

A: The segment AG is considered for analysis. The BC has had two members. The reaction at C is…

Q: a) The equivalent forces of x-component. b) The equivalent forces of y-component. c) The resultant…

Q: The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces…

Q: The simple machine shown below has 2 parts connected via a pin at A. The gripp ceeth at B exerts a…

Q: Problem 4: A high-strength steel wire CD is restraining an angle bracket ABC which supports a load P…

A: Given : Diameter of wire CD = 1/8 inches Diameter of the pin at B = 1/8 inch Determine the tensile…

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter…

Q: 1. A steel shaft rotates at 8 Hz with 30 kW taken off at A, 20 kW removed at B, and 50 kW appli at…

Q: Find the diameter of the shaft required to transmit 60 kW at 150 rpm if the maximum torque exceeds…

Q: DETERMINE THE ELONGATION OF EACH STEEL TIE ROD IF W = 8.5 KPA A. 4.28 MM B. 6.46 MM C. 2.84 MM…

Q: D/11 Oil, SG=0.83 3m 2m m Gate

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter…

A: B = 340 mm t1 = 21 mm t2 = 38 mm Rivet diameter = 28 mm Shearing stress of rivet = 1400 kg/cm²…

Q: Compute the maximum force P (lb) that can be applied by the machine operator, if the shearing stress…

A: The given figure is shown below:

Q: 5- Replace the given forces by an equivalent resultant force and a couple moment at point P. [In…

Q: : A tripe-U shear mount used four 10 mm x 60 mm x 100 mm hard rubber blocks. Upon loading, the upper…

Q: B

Q: 3.From the steel shaft shown. Solve for the total angle of twist at the free end. Diameter = 50 mm G…

Q: Question1 The uniform rectangular plate of mass m is suspended by three cables. Determine the…

Q: An assembly of bars are designed in Figure 1: The assembly is made of structural A-36 steel where…

Q: The frame shown in the figure is supported by a hinge at A and a roller at E. Compute the horizontal…

Q: The wire BC has a diameter of 3.5 mm. Determine the vertical displacement of the handle at D if the…

A: Given data, Load P= 3000 N Diameter of wire BC= 3.5mm Modulus of Elasticity (E)=150 GPa = 1.5× 105…

Q: The uniform rectangular panel ABCD has a mass of 40 kg and is hinged at its corners A and B to the…

Q: AP 35° 35°

Q: C 1 ft 2 ft B 150 lb-ft/ft A 2 ft A copper pipe is tightly secured to the wall at C and a uniformly…

A: Objective: To determine the shear stress at point A. Given: Outer diameter of the pipe (D) = 3.5…

Q: A solid 30.0-mm-diameter steel [E = 290 GPa] shaft supports two pulleys as shown. Determine the…

A: To find deflection at C

Q: QI-The homogeneous bar ABCD shown in the Figure is supported by a cable that runs from A to B around…

A: As per guidelines we need to answer only first question so please repost rest question separately.

Q: Q2. Replace the loading acting on the beam with a single resultant force. Determine (a) the force…

A: Replace the loading acting on the beam with a single resultant force. Determine (a) the force…

Q: culate the shear force in the pin at B in pounds. culate the shear stress in the pin at B in psi.…

Q: F 650 N F = 500 N

Q: Questions a/b c₁₂=c 200 10 E 5 0.291 m 20 40 289 10 0.312 200 0.323 0.328 10 1. 6.3 kNm torque is…

A: For given data:Torque = 6.3 kN-mLength of the shaft = 3mCross-sectional area, a= 5090 mm2Modulus of…

Q: Determine the greatest A punch press has the cast steel frame shown in Figure force P that can be…

Q: www. WE A helical spring is fabricated by wrapping wire 3/4 in. in diameter around a forming…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: A flat steel plate is of trapezoidal form and uniform thickness of 10mm. The plate tapers uniformly…

Q: The load on the bearing of a cast-iron bracket is 5 kN. The form of the section AB is given.…

Q: Im 0.5 m 0.5 m 0.5 m B D 1 m- 0.5 m E

A: carrier system is givensupported at A and CG=2KNFindthe vertical support reactions and the rod…

Q: A steel shaft must transmit 150 kW at a speed of 360 rpm. Knowing that G=77.2 GPa, design a solid…

A: Reference : Mechanics, Steel shaft Given : Speed, G, Maximum shearing stress, length and angle of…

Q: Two blocks A and B, each having a mass of 7.5 kg, are connected by the linkage shown. Neglect the…

Q: E 250 mm P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars (E=205GPA,…

A: E=2G(1+μ) GIVEN E=205GPa G=82GPa by formula 205=2X82 (1+μ) μ=1.25-1=.25

Q: Determine the reaction and member forces of the truss shown below using method of joints

Q: Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for…

Q: D 200 mm 300 mm -400 mm- A C When force P is applied to the rigid arm ABC, point B displaces…

Q: Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for…

Q: 430 mm 430 mm 32 mm C LA 600 mm d%3D0.75m 300 mm 150 mm D (b) Top view 64 mm X 64 mm X 3 mm B y 600…

Q: Determine the tensile force in chain D in the given chain system below. 6000¹b 42° 36.

Q: 67. A single angle in tension is connected by one only. If the areas of connecting and outstand legs…

A: Given data: A single angle in tension is connected by one leg only. The areas of connecting legs =…

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

1) A two pinned end bars AB (Copper), A= 850 mm², E = 120 GPa and BC
(Aluminum), A= 1000mm², E = 70 GPa is subjected to a horizontal force
of 100 kN applied at pin B as shown in the figure, determine the
horizontal displacement of pin B.
Answer:
100 kN
2.00m
45°
1.50m

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 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 cantilever beam AB is loaded as shown in the Cross-section of the beam figure and the beam is supported with a cable BD. The beam's cross-section is rectangular as shown. It is known that the tension force in cable BD is 10.39 kN. Calculate the normal stress at point a, and calculate the shear stress at point c. Ignore the weight of the beam. 10cm 10cm +15cm+ 75cm B F-13.99KN 30cm 60cm 90cm
The solid 34 mm diameter steel [E = 200 GPa] shaft supports two belt pulleys. For the loading shown, determine: (a) the shaft deflection at pulley B. (b) the shaft deflection at pulley C. Assume P = 810 N, Q = 480 N, LAB = 260 mm, LBC = 400 mm
Solve using Mohr circle method
A cylindrical gate (ad) is shown in flgure. Determine the force F' per meter width of the gate to keep it closed. 3 m di Hinge R= 5m
The right angle bar is supported by a pin at B and a roller at C as shown in figure. The 30 mm diameter pin is in double shear. The shear stress in the pin is limited to 120 MPa. Neglect torsional effect. 400 mm BC The maximum safe value of Pis 30° P 480 mm kN. (Round off to one decimal place)
The steel truss is shown in the figure. Indicate in your solution, whether the member undergoes tension (T) or compression (C). 15 KN B F 10m D f5m4 A 10m 10m ILI E 40 KN C 5m. GO- 4m 6m 10m Determine the axial force in member DA in KN.0 Determine the axial force in member AC in KN.0 Determine the axial force in member DF in KN.0
i need the answer quickly
A. Calculate the shear force in the pin at B in pounds. B. Calculate the shear stress in the pin at B in psi.
Ql:- The system of gears B and C take out power 150 and 175 hp respectively from a motor A that has 325hp, Find the shaft dimeter if the allowable shear stress is 6250 psi and the angle of twist between gear C and motor is 2 degree. Let G=11.5 x 10° psi. Gear Gear Motor A B
The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point C to point A. (Figure 1) Figure K 1 of 1 > 0.15 m 0.4 m 0.2 m 03m 05 m 0.25 m 0.2 m
When the three forces acting on the quarter-circular plate are replaced byan equivalent force-couple system with the force acting at point D, the resultantcouple is zero. Determine P and the angle θ.
The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with the thickness shown in the figure. The working stresses are 70MPa for shear in the rivets and 140MPa for bearing stress due to the rivets. How many 22mm diameter rivets are required to fasten the following members to the gusset plate: (a) BC; and (b) BE? 000 4 m B с 96 kN D 6 m E 200 KN 4 m F G 4 m 96 kN H to- PBC - -14-mm-thick gusset plate -13-mm-thick angle 6-mm-thick angle PBE