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Issue at exporting latex inline expressions embeded in a html document #263

Open
@GJoe2

Description

I have an html file, which should look like this:
image
But when I export to pdf using this code:

html_filename = "concrete_beam_report.html"
pdf_filename = "concrete_beam_report.pdf"
html_path = builder.save_report(".", filename=html_filename.replace('.html', ''), open_on_save=False)
pdf_path = os.path.join(".", pdf_filename)
pdfkit.from_file(html_path, pdf_path)

I get this:
image
Any idea why is this happening?


 <!DOCTYPE html>
 <html style="background-color: #eeeeee;">
 <head>
 <script>
 window.MathJax = {
 output: {
 displayOverflow: "scale",
 },
 };
 </script>
 <script type="text/javascript" async
 src="https://cdnjs.cloudflare.com/ajax/libs/mathjax/4.0.0-beta.7/tex-mml-chtml.min.js"></script>
 <style>
 body {
 box-shadow: rgba(0, 0, 0, 0.24) 0px 3px 8px;
 max-width: 850px; 
 }
 p {
 margin-block-start: 0;
 margin-block-end: 0.5em;
 line-height: 1.1;
 }
 .calc-item {
 margin-block: 1.5rem;
 }
 table {
 border-collapse: collapse;
 }
 td, th {
 border: 1px solid #bdbdbd;
 text-align: left;
 padding: 8px;
 }
 th {
 border-bottom: 2px solid #424242;
 }
 table.striped tr:nth-child(even) {
 background-color: #e0e0e0;
 }
 @media print {
 body {
 box-shadow: none;
 max-width: none;
 }
 }
 </style>
 </head>
 <body style="margin-inline: auto; padding: 1rem; background-color: #ffffff;">
 <h1>Concrete Beam Neutral Axis</h1><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><p>Determine the neutral axis depth in a singly reinforced concrete beam.</p></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><h2>1. Inputs</h2><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><div style="display:flex; flex-direction:row; justify-content:flex-start"><p style="width:350px;">Area of reinforcing steel;</p> <p style="display:inline-block; margin-bottom:1rem; margin-left: 3rem">\( A_s = 3 \ \mathrm{in^2} \)</p></div></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><div style="display:flex; flex-direction:row; justify-content:flex-start"><p style="width:350px;">Yield strength of reinforcing steel;</p> <p style="display:inline-block; margin-bottom:1rem; margin-left: 3rem">\( f_y = 50 \ \mathrm{ksi} \)</p></div></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><div style="display:flex; flex-direction:row; justify-content:flex-start"><p style="width:350px;">Concrete compressive strength;</p> <p style="display:inline-block; margin-bottom:1rem; margin-left: 3rem">\( f&#x27;_c = 4 \ \mathrm{ksi} \)</p></div></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><div style="display:flex; flex-direction:row; justify-content:flex-start"><p style="width:350px;">Beam width;</p> <p style="display:inline-block; margin-bottom:1rem; margin-left: 3rem">\( b = 12 \ \mathrm{in} \)</p></div></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><div style="display:flex; flex-direction:row; justify-content:flex-start"><p style="width:350px;">Compressive stress block ratio;</p> <p style="display:inline-block; margin-bottom:1rem; margin-left: 3rem">\( \beta_1 = 0.85 \ \mathrm{} \)</p></div></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div><h2>2. Calculations</h2><div class="calc-item"><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><p>\[ \begin{align} a &= \frac{ {A_s} \cdot {f_y} }{ {0.85} \cdot {f&#x27;_c} \cdot {b} } = \frac{ 3 \ \mathrm{in^2} \cdot 50 \ \mathrm{ksi} }{ 0.85 \ \mathrm{} \cdot 4 \ \mathrm{ksi} \cdot 12 \ \mathrm{in} } \\[4pt] & \therefore a = 3.676 \ \mathrm{in} \end{align} \]</p></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div></div><div class="calc-item"><p style="margin-left: 2rem;">Neutral axis depth</p><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><p>\[ \begin{align} c &= \frac{ {a} }{ {\beta_1} } = \frac{ 3.676 \ \mathrm{in} }{ 0.85 \ \mathrm{} } \\[4pt] & \therefore c = 4.325 \ \mathrm{in} \end{align} \]</p></div> <div style="display: flex; flex-direction: column; justify-content: center;"><span>[ACI 318-14 22.2.2.4.1]</span></div></div></div><div class="calc-item"><div style="display:flex; flex-direction:row; justify-content:space-between; margin-left: 2rem;"><div style="display: flex; flex-direction: column; justify-content: center;"><p>\[ \begin{align} Check \ c \ &amp; &gt; \ 3.5 \\[4pt] \ 4.325 \ \mathrm{in} \ &amp; &gt; \ 3.5 \\[4pt] &\therefore OK \end{align} \]</p></div> <div style="display: flex; flex-direction: column; justify-content: center;"></div></div></div>
 </body>
 </html>
 

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