QI) A beam undergoes shear of V = 27 kN, determine the web's shear stress at A and B. Indicatethe shear-stress components on a volume element located at these points. (Refer to diagram in Q2)Q2) Plot the intensity of the shear-stress distribution acting over the cross-sectional area andcompute the resultant shear force resisted by web of beam. Set w 175 mm175 mm25 mm25 mm300mm25mm

At point A and B first moment of inertia is equal hence shear stress at A and B will be same

Answered: QI) A beam undergoes shear of V 27 kN,…

QI) A beam undergoes shear of V 27 kN, determine the web's shear stress at A and B. Indicate the shear-stress components on a volume element located at these points. (Refer to diagram in Q2)

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: Member AC is subjected to a vertical force of 3 kN. Cross sectional area of tie rod is 400 mm2 and…

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

Q: shearing stress in each of the four walls

A: Given: Tubing of uniform wall thickness of 4 mm Torque = 3kN.m AB = 53 mm CD = 53 mm AC = 100 mm BD…

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

Q: 2. Determine the shearing stress in each of the four walls of a portion of a structural aluminum…

A: Given, Torque =3 kN-m=26.55 kip-in Dimension=100×51 mm=3.93×2 in Wall thickness=4 mm=0.15 in.

Q: *1-32. Determine the largest intensity w of the uniform can be applied to the frame without causing…

Q: Two vertical forces, each of magnitude P= 13 kN, are applied to a beam of the cross section shown.…

A: Objective: To determine the maximum compressive and tensile stresses in portion BC of the beam.…

Q: A 80 MPa 30° B 30 MPa 40 MPa

Q: a b 45 MPa 60° a

A: Given: Shear stress To find: Normal stress and principal stress on inclined plane

Q: Q1. C The solid 100-mm-diameter steel cantilever shaft shown in Fig. 1 is subjected to an axial…

A: To determine The state of stress at point A Principal stresses and shear stress FOS from maximum…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

QI) A beam undergoes shear of V = 27 kN, determine the web's shear stress at A and B. Indicate
the shear-stress components on a volume element located at these points. (Refer to diagram in Q2)
Q2) Plot the intensity of the shear-stress distribution acting over the cross-sectional area and
compute the resultant shear force resisted by web of beam. Set w 175 mm
175 mm
25 mm
25 mm
300mm
25mm

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

Problem 5 Knowing that the ultimate stress at points A, B and D are 30 MPa, 155 MPa and 140 MPa respectively, what is the maximum allowable couple M that can be applied onto the beam of the shown cross section forming an angle B with the vertical plane. B = 15° B M S0 mm 20 mm s0 mm 30 mm
Problem 2: The stresses shown act at a point on the free surface off a stressed body. a) Determine the principal stresses and the maximum in-plane shear stress acting at the point b) Show these stresses in an appropriate sketch. c) Determine the normal stresses on and ot and the shear stress Tnt that act on the rotated stress element. 53 MPa 16 MPa 47 MPa 35⁰
If the beam is subjected to a bending moment of M = 27 kN. m , determine the maximum bending stress in the beam. (Figure 1) %3D
Cylinder of height 2H. radius R. centroid at (0,0.H), axis e3 undergoes deformation x = o(z) = z + 23e3. Assuming stress-strain relation: S = aE, where a is a constant, total force on the base of the cylinder with normal -e3 is f = -1.5anR2 He3 total force on the base of the cylinder with normal - ez is f = 1.5aπR²e3 total force on the base of the cylinder with normal - ez is f = 1.5an R²Hez total force on the base of the cylinder with normal - ez is f = -1.5anR²e3
933. For the state of stress shown in Fig. P-933, determine normal and shearing stresses on the planes whose normals are at +60° sketch of the and +150° with the X axis. Show these stresses on element. Ans. For = 60°, a = 7.32 MPa and = 10 MPa Y 20 MPa T 20 MPa 10 MPa --X 10 MPa
The compound shaft is attached to a rigid wall at each end. For the bronze segment AB, the diameter is 69 mm and G = 33.49 GPa. For the steel segment BC, the diameter is 49 mm and G = 83.14 GPa. Given that a = 2 m and b = 1.4 m, compute the largest torque T (in Nm) that can be applied as shown in the figure if the maximum shear stress is limited to 63.68 MPa in the bronze and 90.99 MPa in the steel. Round off the final answer to two decimal places.
The split ring shown has an inner radius r1 = 0.6 in. and a circular cross section of diameter d = 0.8 in. Knowing that each of the 115-lb forces P is applied at the centroid of the cross section, determine the stress at point A and at point B.
All forces applied in the system are in the (x - y) plane. The material point B at the top of the beam is rotated at an angle of 15° counterclockwise. It is required that the shear stress is 17.5 MPa for this rotated material point B. At the bottom point A of the beam it is required that the maximum tensile stress is 110 MPa. Determine the load P and the length d that satisfies these constraints defined for points A and B. Given data: L= 4 b, t = b / 25, c = 2b, b = 1000 mm, e = 12, f=5 b/4- q = 2P/L b/ 4 -b/4- P
Pls show complete solution and fbd
Problem 2. [Concepts: Internal forces in 2D and average normal stress] The bars of the truss each have a cross-sectional area of 1.25 in². a) Determine the average normal stress in each member due to the loading P = 8 kip. State whether the stress is tensile or compressive. b) If the maximum average normal stress in any bar is not to exceed 20 ksi, determine the maximum magnitude P of the loads that can be applied to the truss. 4 ft 4 ft 4 E 0.75 P 0
We are given the statically indeterminate structure shown in Figure 2. Apart from the loadings, member AB is also subjected to temperature effects. The cross-sectional depth of member AB is h = 12 in, and the thermal coefficient is aT= 5:10-6 /° F. We are also given that the effect of axial forces on the deformations can be NEGLECTED. 1 kip/ft 5 kip BV VVvvvwwW EI = 8:105 kip-ft2 EI = 106 kip-ft2 20 ft Figure 2 a) Establish a primary structure b) Establish the compatibility equation from which you will obtain the redundant force c) Determine the support reactions of the structure d) Determine the internal loading diagrams of the structure e) Determine the support reactions IF THE STRUCTURE IS ONLY SUBJECTED TO THE TEMPERATURE EFFECTS (and not the loads) AT: = 5 °F ÅT;= -5 °Fi
Thank you for the answer!!!