EngCalcPaper
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angad
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Abstract:
engineering
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engineering
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% Engineering Calculation Paper
% LaTeX Template
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% Original author:
% Dmitry Volynkin (dim_voly@yahoo.com.au)
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% License:
% CC BY-NC-SA 3.0 (http://creativecommons.org/licenses/by-nc-sa/3.0/)
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\usepackage{marginnote} % Required for margin notes
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\usepackage{amsmath} % Required for equation customization
\usepackage{amssymb} % Required to include mathematical symbols
\usepackage{xcolor} % Required to specify colors by name
\usepackage{fancyhdr} % Required to customize headers
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% HEADER INFORMATION
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\fancyhead[L]{\begin{tabular}{l r | l r} % The header is a table with 4 columns
\textbf{Project} & & \textbf{Page} & \thepage/\pageref{LastPage} \\ % Project name and page count
\textbf{Job} \textbf{Updated} & 27/11/2012 \\ % Job number and last updated date
\textbf{Version} & Design-1A-RC-001 & \textbf{Reviewed} & 2/12/2012 \\ % Version and reviewed date
\textbf{Designer} & John Thomas Smith & \textbf{Reviewer} & James Smith \\ % Designer and reviewer
\end{tabular}}
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\begin{document}
\AddToShipoutPicture{\BackgroundStructure} % Set the background of each page to that specified above in the header information section
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% DOCUMENT CONTENT
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\section{Design Check}
\marginnote{All units are \\ \textbf{[kN, mm]}}
This will need at least one design check for a general format of the equations, reference and set out.
\subsection{Preliminary Design of Members}
Will start with the same member sizes as Aurecon (for both $9$m and $10$m EBFs). Ductility, $\mu=5.75$.
\par\vspace{\baselineskip}
\begin{tabular}{|l||l|l|l|}
\hline
Member & Designation & Category & $\lambda_e$\\
\hline
Active Link & 360UB57 & 1 & 25 \\
Collector Beam & 360UB57 & 2 & 30 \\
Column & 310UC137 & 2 & 30 \\
Brace & 250UC73 & 3A & 40 \\
\hline
\end{tabular}
\par\vspace{\baselineskip}
\subsubsection{Active Links (360UB57)}
From NZS3404; link length:\marginnote{$V^*=442\mathrm{kN}$}
\begin{equation*}
\tag{Cl 5.12.1.2}
e\leqslant1.6M_s/V_v
\end{equation*}
\tab $M_s=303\mathrm{kN}$ (Capacity Tables) \\[8pt]
\tab $V_v=0.6 \times f_{yw} \times d \times t_w = 0.6 \times 320 \times 359 \times 8 = 551$kN (Cl 6.5.3) \\[8pt]
\tab $0.8$m$\leqslant0.880$m \marginnote{OK} \\
From NZS3404; link shear strength:
\begin{equation*}
\tag{Cl 6.5.3}
\phi V_v \geqslant V^*
\end{equation*}
\tab $\phi V_v=0.9\times V_v=0.9\times551=496$kN \\[8pt]
\tab $496$kN$\geqslant442$kN \marginnote{OK} \\
From NZS3404; link web slenderness:
\begin{equation*}
\tag{Cl 12.8.3}
\lambda_e \leqslant \lambda_{eq}
\end{equation*}
\tab $\lambda_{e1}=25$ (page 1) \\[8pt]
\tab $\lambda_e=d_1/t_w=338$mm$/8$mm$=41.6$ \\[8pt]
\tab $41.6 \nleqslant 25$ \marginnote{\textbf{NOT OK}} \\
Above doesn't pass the check, but that doesn't matter for this example.
\par\vspace{\baselineskip}
\begin{center}
\textbf{ADOPT 360UB57 FOR ALL ACTIVE LINKS} \\
\end{center}
\subsubsection{Collector Beam (360UB57)}
And so on\dots
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