
Materials Science and Engineering
9th Edition
ISBN: 9781118324578
Author: Jr. William D. Callister
Publisher: WILEY
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Question
Chapter 6.12, Problem 1DP
To determine
The minimum required wire diameter.
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A simple beam has a span of 10 m and supports a total uniformly distributed load of 12 kN/m.
Properties of W 480×86:
Property
Value
A = 10800 mm²
bf = 180 mm
tf = 15 mm
Ix = 383.13 × 10⁶ mm⁴
tw = 12 mm
d = 480 mm
Questions:
Calculate the maximum shear in the beam in kN.
Calculate the average shear stress in the beam in MPa.
Calculate the maximum shear stress in the beam in MPa.
Given the properties of the wide flange:
Property
Value
d = 530 mm
bf = 210 mm
tw = 18 mm
tf = 16 mm
Question:
Compute the value of rₜ, defined as the radius of gyration of the compression flange plus 1/3 of the compression web area about the y-axis.
Given an existing two-story steel structure with interior columns spaced as shown in Fig.2. The columns are spaced at 18 ft in the North-South direction and at 30 ft in the East-West direction. An interior lower-story column is to be removed by adding newsteel girder as shown in Fig. 4. The floor dead loads and the roof dead loads are 70 psfand 18 psf respectively. The floor live loads and the roof live loads are 50 psf and20 psf respectively. All existing steel materials are ASTM A36 steel (Fy=36 ksi). Newgirder is ASTM A992 steel (Fy= 50 ksi). All columns are W8x31. Use the LRFD Method.Assumptions:1- The loads given include column and beam self weights.2- Existing beam and new girder are simply supported at both ends.3- New girder top flange is laterally braced at mid span and at girder ends only.4- Columns are continuous from foundation to roof and are prevented from sway atfloor level and at roof level in both directions.5- Columns are pin supported at foundation, at floor level,…
I have this fsk function code:
function [x]=fsk_encode(b,s,f0,f1,N,Fs,K)
% b= bit sequence vector
% s(1)= output level for 0
% s(2)= output level for 1
% N= length of bit sequence
% Fs= Sampling frequency
y=zeros(1,N*K); %Setup output vector
%for each bit calculatee the rando samples
for n=1:N
for k=1:K
t = (k - 1) / Fs;
if(b(n)==0)
y((n-1)*K+k)=cos(2*pi*f0*t); % pulse=0
else
y((n-1)*K+k)=cos(2*pi*f1*t); % pulse=1
end
end
x=y; %set output
end
And this is another code that calls the function in order to get the power density spectrum:
clc;clear;
% EE 382 Communication Systems- Lab 8
% Plots the power spectrum of the ASK modulation
% First specify some parameters
N=256; % number of bits per realization
M=100; % number of realizations in the ensemble
T=0.001; % bit duration in seconds
delf =2e+3;
fc=10e+3;
f0=fc-delf;
f1=fc+delf;
Fs=8*f1; % sampling frequency (this is needed to calibrate the frequency axis)
K=(T/(1/Fs));
% Define arrays for bit sequences and sampled waveforms…
Chapter 6 Solutions
Materials Science and Engineering
Ch. 6.12 - Prob. 1QPCh. 6.12 - Prob. 2QPCh. 6.12 - Prob. 3QPCh. 6.12 - Prob. 4QPCh. 6.12 - Prob. 5QPCh. 6.12 - Prob. 6QPCh. 6.12 - Prob. 7QPCh. 6.12 - Prob. 8QPCh. 6.12 - Prob. 10QPCh. 6.12 - Prob. 11QP
Ch. 6.12 - Prob. 12QPCh. 6.12 - Prob. 13QPCh. 6.12 - Prob. 14QPCh. 6.12 - Prob. 15QPCh. 6.12 - Prob. 16QPCh. 6.12 - Prob. 17QPCh. 6.12 - Prob. 18QPCh. 6.12 - Prob. 19QPCh. 6.12 - Prob. 20QPCh. 6.12 - Prob. 21QPCh. 6.12 - Prob. 22QPCh. 6.12 - Prob. 23QPCh. 6.12 - Prob. 24QPCh. 6.12 - Prob. 25QPCh. 6.12 - Prob. 26QPCh. 6.12 - Prob. 27QPCh. 6.12 - Prob. 28QPCh. 6.12 - Prob. 29QPCh. 6.12 - Prob. 30QPCh. 6.12 - Prob. 31QPCh. 6.12 - Prob. 32QPCh. 6.12 - Prob. 37QPCh. 6.12 - Prob. 38QPCh. 6.12 - Prob. 39QPCh. 6.12 - Prob. 40QPCh. 6.12 - Prob. 41QPCh. 6.12 - Prob. 42QPCh. 6.12 - Prob. 43QPCh. 6.12 - Prob. 44QPCh. 6.12 - Prob. 45QPCh. 6.12 - Prob. 46QPCh. 6.12 - Prob. 47QPCh. 6.12 - Prob. 48QPCh. 6.12 - Prob. 49QPCh. 6.12 - Prob. 50QPCh. 6.12 - Prob. 51QPCh. 6.12 - Prob. 52QPCh. 6.12 - Prob. 53QPCh. 6.12 - Prob. 54QPCh. 6.12 - Prob. 55QPCh. 6.12 - Prob. 56QPCh. 6.12 - Prob. 57QPCh. 6.12 - Prob. 58QPCh. 6.12 - Prob. 59QPCh. 6.12 - Prob. 60QPCh. 6.12 - Prob. 61QPCh. 6.12 - Prob. 62QPCh. 6.12 - Prob. 63QPCh. 6.12 - Prob. 1DPCh. 6.12 - Prob. 2DPCh. 6.12 - Prob. 3DPCh. 6.12 - Prob. 4DPCh. 6.12 - Prob. 1FEQPCh. 6.12 - Prob. 2FEQPCh. 6.12 - Prob. 3FEQPCh. 6.12 - Prob. 4FEQPCh. 6.12 - Prob. 5FEQP
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