Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi.

Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi.

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: 1.Determine the maximum compressive stress acting on the cross section. 2.Determine the maximum…

Q: The rectangular bar shown is connected to a support bracket with a 16 mm diameter pin. The width of…

A: Given: Diameter of pin = 16 mm Width of rectangular bar = 60 mm Bar thickness = 25 mm Maximum…

Q: 45KN /m (10KN-m 11OKN. m 135KN 270KN 135KN Gm Gm.

Q: 2. A finite element analysis of a bearing housing indicates that at a point p, the material is…

A: Principle stresses are the those stresses that are to the normal with zero plane. The value of…

Q: (1) The beam is subjected to the shown loading. What is the correct statement regarding the flexural…

A: It is asked to check the nature of flexural stress at point A & B in the beam. For this it is…

Q: Determine the maximum force P that can be applied to the specimen. The bar is made from steel and…

A: w=150 mmh=50 mmr=20 mmt=6 mmwh=15050=3rh=2050=0.4From graph, K=1.51σavg=σallK =1501.51…

Q: A plate is connected to another plate via 20 mm diameter rivets. It carries a load of P=155 kN at a…

Q: A B C 80 kN 2 m 50 kN D E F -1m--1 m--1 m--1 m-|

Q: I The force on the 12mm thick link in the figure shown is 2960 N. If the pin has a diameter of…

A: Given, Thickness = 12 mm Force = 2960 N Diameter of pin = 10 mm

Q: Asmall aluminum alloy [E = 74 GPa] tee shape is used as a simply supported beam as shown. For this…

Q: Three round bars welded together are axially loaded as shown. Find the normal stress in each bar if…

Q: Required information Consider the given state of stress. 416 ksi 10 ksi ormino the normal and…

A: The given data is: σx=0 ksiσy=16 ksiζxy=10 ksiθ=15°2θ=30°

Q: hat have an outside diameter of 135 mm and a wall thickness of 9 mm. Determine the normal stress in…

A: From a given question it is required to calculate stresses in each member of truss.

Q: 3. For the given structure and boundary conditions, what is the allowable load Pallow if the…

Q: Determine the normal stress (in Mpa) in member AC of the truss shown if it is made up of a…

Q: Two horizontal 5-kip forces are applied to pin B of the assembly shown. Knowing that a pin of…

A: By using method of forces we will find force in AB and BC.

Q: A beam has a uniform dead load and live load has a fixed support at both ends. If the beam…

Q: Assume the sections have cracked and use the transformed-area method to compute their flexural…

A: Given:- The area of steel reinforcement provided = 4-20 mm The magnitude of the moment = 90 kN-m…

Q: 02: For the stresses at the point shown, find: • The maximum shearing stress. • The principal…

Q: Calculate the shear stress on a-a plane.

A: Following is the free body diagram:

Q: 2. Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly…

A: P = 10kN = 10 X 103 N

Q: Determine the normal stress (in Mpa) in member AB of the truss shown if it is made up of a…

A: Determine the normal stress (in Mpa) in member AB

Q: Jor 6 m 5 kN/m -250 mm 20 mm-

A: Determine the maximum tensile stress in the following beam:

Q: Two cylindrical rods AB and BC are welded together at B and loaded as shown. Knowing that the…

A: Given data- Normal stress in AB- σAB=175 MPa, Normal stress in BC- σBC=150 MPa, To Find- The values…

Q: A steel pipe is subjected to the 16-kN load shown below. Its outside diameter is 140 mm and its…

A: A steel pipe is subjected to the 16-kN load shown below.Outer diameter = 140 mmThickness = 7 mmYield…

Q: A beam ABC with an overhang from B toC supports a uniform load of 200 lb/ft throughout itslength…

A: Given:- uniform load=q=200 lb/ft a=12ft b=6ft L=18ft To find:- (a) the maximum tensile stress σt and…

Q: The rigid bar Is pinned at A and held by two flexible bars at E and C. The load P Is appled at B.…

A: Given, Yield stress (σy) = 20 ksi Yield strain (e) = 0.001

Q: ninum pipes n-connecte that have an outside diameter of 130 mm and a wall thickness of 14 mm.…

Q: 4.15 Knowing that for the casting shown in the figure the allowable stress is 6 ksi in tension and…

A: Allowable stress in tension= 6ksiAllowable stress in compression=15ksiTo find largest couple that…

Q: (1) ld. What is the shear stress on an element with principal stresses of 565 psi and -435 psi?

Q: 6 kN A B C 120 40 -90- Dimensions in mm 40 1m 1.2m 2 kN

Q: 2. Member AB shown in the figure supports a 5 N/m uniformly distributed load and 4kN concentrat load…

Q: Problem 2: A one inch diameter machined steel cantilever 10 in. long is loaded on the end with a…

A: Given data:- Diameter of machine steel cantilever is 1 in Length of steel cantilever is 10 in Forces…

Q: Asmall aluminurn alloy (E = 73 GPa] teeshape is used as a simply supported beam as shown. For this…

Concept explainers

Pressure and Stress

Question

Design the maximum permissible value of W using a factor of safety of 2, based on the following
conditions of the structure below.
a. Ultimate normal stress in members CD and EF is 160 ksi.
b. Ultimate shear stress in pins B, D, F, and H is 110 ksi.
c. Ultimate bearing stress on member ACEG is 190 ksi.
d. Ultimate bearing stress on support plates at B and H is 220 ksi.
The support plates are 2 inches thickness, while all members are 6 by 2 inches. Pins B and H are 1.5
inches in diameter while pins C, E, D, and F having 0.80 inches in diameter. Be aware that there are two
identical members CD and EF. Additionally, B uses two support plates while H uses just one.
W
B
15 ft
9 ft
4 ft
3 ft-
H

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

Step 2

Step 3

Step 4

Step 5

Step 6

Trending now

This is a popular solution!

Step by step

Solved in 6 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

Find? someone can help me with this please.
Two cylindrical rods AB and BC are welded together at B and loaded as shown. Knowing that the average normal stress must not exceed 175 MPa in rod AB and 150 MPa in rod BC, determine the smallest allowable values of d1 and d2. 300 mm 250 mm A B C -d₁ 40 kN -d₂. 30 kN
2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] Txy Oy Tyz Txz Tyz 0₂ 0 -30 -10 -10 40 Determine the principal stresses and the absolute maximum shear stress. [20 20 = 20 0
Determine the maximum force P that can be applied to the specimen. The bar is made from steel and has an allowable stress of 150 MPa. 2R = 5mm R = 20mm- PP 150mm -6mm
Determine principal stress and maximum shear stress
Q- The normal stresses on the two mutually perpendicular planes at a point are 120 MPa (Tensile) and 60 MPa (Tensile). If the shear stress across these planes is 30 MPa, find the principal stresses.
(1) 1d. What is the shear stress on an element with principal stresses of 565 psi and -435 psi?
For the state of stresses (in MPa) shown in the figure below, the maximum shear stress (in MPa) is 2- 4 testb 2 4
A bar of a uniform cross-section is rigidly fixed at one end and loaded by an off-centre tensile point load F = 1.5 kN at the other end, see Fig. Q1a. The Figure Q1b presents the view of the beam from the free end where the point of application of the load F is indicated as A. The allowable stress [0]=234 MPa The geometrical parameters are given as follow h 18 mm, b=37 mm N y b Figure Q1a Figure Q1b h F X
Please help:
The normal stress at point A equals to The shearing stress at point A equals to 400 mm 200 mm 2kN 1kN - 20 mm Section a-a
! Required information Consider the given state of stress. A 16 ksi 10 ksi Determine the normal and shearing stresses after the element shown has been rotated through 15° clockwise, using Mohr's circle. The normal stress Ox'is - |ksi and Oy'is ksi. The shearing stress Tx'y'is ksi.