*8-72. The hook is subjected to the force of 80 lb. Determine the state of stress at point A at section a-a. The cross section is circular and has a diameter of 0.5 in. Use the curved-beam formula to compute the bending stress. 1.5 in. K B 80

*8-72. The hook is subjected to the force of 80 lb. Determine the state of stress at point A at section a-a. The cross section is circular and has a diameter of 0.5 in. Use the curved-beam formula to compute the bending stress. 1.5 in. K B 80

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: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: A 12ft cantilever beam is subjected a 180 lb/ft uniform load and a vertical support of 1200 lb on…

Q: For the element and state of stress shown: a) Draw Mohr's circle. b) Determine the principle…

A: Mohr,s circle is used to find the stress components and it is a graphical representation of the…

Q: A cylindrical pin made of carbon steel is loaded with a maximum possible twisting moment Mv. Maximum…

A: G = 80 GPa Maximum shear stress = 40 MPa Determine the free end distortion in degree.

Q: Determine the maximum bending moment magnitude for the beam shown below. Use a = 18 ft, b = 6 ft,…

A: Solution:- Bending moments at various sections: BMC=0BMB=-6×6×62 =-108 kip.ftBMA=-6×24×242+96×18 =0…

Q: 04. The bars AB, AC, and AD are pinned together as shown in the figure. Horizontal movement of the…

A: Calculate axial force in the strut caused by 10kip load

Q: A symmetrical beam cross section is shown below. The centroid is in the exact centre of the section.…

Q: Determine the horizontal displacement of joint C. The length, L, of trusses AC, BC is 1,300 mm.…

A: EAC = 135 GPa = 135 × 103 N/mm2 EBC = 150 GPa = 150 × 103 N/mm2 AAC = ABC = 360 mm2 Determine the…

Q: A single axial load of magnitude P is applied at end C of the steel rod ABC. Knowing that E 30 x 106…

Q: The principal stresses are incorrect but the maximum shear stress is correct. What are the two…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam…

A: This question is related to the Strength of Material.

Q: A single axial load of magnitude P is applied at end C of the steel rod ABC. Knowing that E = 30 x…

Q: Prob 5. Calculate the maximum deflection dmax and the angle of deflection on the supports of a…

Concept explainers

Planar Stresses

Question

*8-72. The hook is subjected to the force of 80 lb.
Determine the state of stress at point A at section a-a. The
cross section is circular and has a diameter of 0.5 in. Use the
curved-beam formula to compute the bending stress.
1.5 in.
3
B
a
45°
B
80 lb

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

Trending now

This is a popular solution!

Step by step

Solved in 2 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

10-63. The steel shaft has a diameter of 40 mm and is fixed at its ends A and B. If it is subjected to the couple, determine the maximum shear stress in regions AC and CB of the shaft. Gu=75 GPa. 3 kN 3EN 400 mm So mm So mm 600 mm
The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr 5600 Ksi. %3D %3D 3 ft 2 ft 0.5 in. 1 in. T = 50 lb ft
Help
The T-beam is subjected to a bending moment of M = 150 kip in. directed as shown. Determine the maximum bending stress in the beam and the orientation of the neutral axis. Make sure you check all possible points (corners) for max stress and/or state other reasoning for the point that you pick. Answer: [σmax = 3.33 ksi, β = -63.1°]
The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T = 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr = 5600 Ksi. 3 ft 2 ft 0.5 in. 1 in. T = 50 lb ft ث إضافة ملف
The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T = 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr = 5600 Ksi. 3 ft 2 ft 0.5 in. B 1 in. T = 50 lb·ft
Required information Consider the beam and loading shown. If a=8 in, b=9.0 in, c=1 in. For a section at n-n, determine the shear stress at b. A 25 kips 20 in.- 10 in. 25 kips - 20 in.- B a +6 i in.. in. b b a с in.
5. Determine the magnitude of the load P that will cause a maximum normal stress of max. σ = 30 ksi in the link along section a-a. -2 in.- U a 0.5 in. T P -2 in.-
Help me with right solution... Urgent please
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)
A cylindrical pin made of carbon steel is loaded with a maximum possible twisting moment Mv. Maximum allowedshear stress is τmax = 40 MPa. The pin has the diameter measurement d = 50 mm, and the length measurement L = 250 mm.Calculate the free end distortion θ in degrees. G=80 GPa
回の shear stress tmax in any of the three bars? P3 9 m P 135° up. (D 135° 90 dz s applied Knowing the steel the steel 09. A circular steel tube of length L = 0.90 m is loaded in torsion by torques T. s in the (a) If the inner radius of the tube is r, = 40 mm and the measured angle of twist between the ends is 0.5°, what is the shear strain y1 (in radians) at the inner surface? (b) If the maximum allowable shear strain is 0.0005 rad and the angle of twist is to be kept at 0.5° by adjusting the torque T, what is the maximum permissible outer radius (r2)max? B 12 mm is to be of ACR