mukavemet hoemwork homework, Study notes of Machine Learning

mukavemet hoemwork homework

Typology: Study notes

2019/2020

Uploaded on 04/04/2022

buse-3
buse-3 🇹🇷

5

(1)

4 documents

1 / 2

Toggle sidebar

This page cannot be seen from the preview

Don't miss anything!

bg1
STRENGTH OF MATERIALS II
Homework #3, Submission: May 5, 2021
PROBLEM 1. The state of strain at a point on an experimental aircraft wing has components, ɛx = 300 (10-
6), ɛy = -480 (10-6) and xy = -750 (10-6). Based on this information,
a) Determine the equivalent in-plane strains on an element oriented at an angle of 60o clockwise
from the original position and sketch the deformed element due to these strains within the xy
plane.
b) Determine the in-plane principal strains and specify the orientation of the element and show how
the strains deform the element within the xy plane.
c) Determine the maximum in-plane shear strain and average normal strain. Specify the orientation
of the element and show how the strains deform the element within the xy plane.
PROBLEM 2. A bracket is loaded as shown in the figure. In order to determine the location and weight of
a particular hanging load P, a strain rosette is attached to the top of the bracket near the wall (assume
strain gages are at the wall). The rosette has three gauges, each are 120o apart as shown in the diagram.
The bracket material is steel, E = 210 GPa and = 0.3. When the weight, P, is placed at a distance, s, on
the rectangular bracket arm, the three gauges measure the following strains, εa=224.8 microstrain, εb=-
118.3 microstrain, εc=132.9 microstrain. From these three strains, determine the load, P, and the distance,
s.
pf2

Partial preview of the text

Download mukavemet hoemwork homework and more Study notes Machine Learning in PDF only on Docsity!

STRENGTH OF MATERIALS II

Homework # 3 , Submission: May 5 , 2021 PROBLEM 1. The state of strain at a point on an experimental aircraft wing has components, ɛx = 300 (10- (^6) ), ɛy = - 480 (10- (^6) ) and xy = - 750 (10- (^6) ). Based on this information, a) Determine the equivalent in-plane strains on an element oriented at an angle of 60o^ clockwise from the original position and sketch the deformed element due to these strains within the x–y plane. b) Determine the in-plane principal strains and specify the orientation of the element and show how the strains deform the element within the x–y plane. c) Determine the maximum in-plane shear strain and average normal strain. Specify the orientation of the element and show how the strains deform the element within the x–y plane. PROBLEM 2. A bracket is loaded as shown in the figure. In order to determine the location and weight of a particular hanging load P, a strain rosette is attached to the top of the bracket near the wall (assume strain gages are at the wall). The rosette has three gauges, each are 120o^ apart as shown in the diagram. The bracket material is steel, E = 210 GPa and  = 0.3. When the weight, P, is placed at a distance, s, on the rectangular bracket arm, the three gauges measure the following strains, εa=224.8 microstrain, εb=- 118.3 microstrain, εc=132.9 microstrain. From these three strains, determine the load, P, and the distance, s.

PROBLEM 3. The beam shown in the figure is made of steel with σall=300 MPa. Determine the maximum load, P, that could be applied to the cable using a) Maximum shear stress failure theory b) Maximum distortion energy (von Mises) failure theory. PROBLEM 4 .The beam AB consisting of a cast iron plate of uniform thickness, b, and length, L, is to support the distributed load w(x) shown a) Knowing that the beam is to be of constant strength (fully stressed beam), express h in terms of x, L and h 0. b) Determine the smallest value of h 0 if L=800 mm, b=25 mm, w 0 =300 kN/m and σall=200 MPa.