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Normalize spacing before units across all calc sheets

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Plain units already get a gap from the source whitespace, so drop the
leading space inside the string; keep it only on superscripted units
(in^2, in^3, in^4, ft^2). Also fix the generated concrete-beam figure
labels. Regenerate all affected PDFs.
This commit is contained in:
smillmorel 2026-09-21 20:38:04 -04:00
commit aa790c1be5
17 changed files with 728 additions and 771 deletions
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20
slab-on-grade/slab-on-grade.typ
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@ -24,22 +24,22 @@ Considering 4" thick, 3000 psi slab on grade with 6x6 w.2.1. For interior use.
#let LL = 100
#let b = 12
#calcline([$t = #t " in"$], [Slab thickness])
#calcline([$L = #L " ft"$], [Max joint spacing])
#calcline([$f'c = #fc " psi"$], [Concrete strength])
#calcline([$omega_c = #wc " pcf"$], [Concrete density])
#calcline([$f_y = #fy " psi"$], [Steel strength])
#calcline([$f_s = (2\/3) f_y = #fs " psi"$], [Working stress])
#calcline([$D_L = #DL " psf"$], [Dead load])
#calcline([$L_L = #LL " psf"$], [Live load])
#calcline([$b = #b " in"$], [Design width])
#calcline([$t = #t "in"$], [Slab thickness])
#calcline([$L = #L "ft"$], [Max joint spacing])
#calcline([$f'c = #fc "psi"$], [Concrete strength])
#calcline([$omega_c = #wc "pcf"$], [Concrete density])
#calcline([$f_y = #fy "psi"$], [Steel strength])
#calcline([$f_s = (2\/3) f_y = #fs "psi"$], [Working stress])
#calcline([$D_L = #DL "psf"$], [Dead load])
#calcline([$L_L = #LL "psf"$], [Live load])
#calcline([$b = #b "in"$], [Design width])
== Acting Load
#let w = wc * (t / 12) + DL + LL
#calcline(
[$w = omega_c dot t + D_L + L_L = #round(w) " psf"$],
[$w = omega_c dot t + D_L + L_L = #round(w) "psf"$],
[Design lineal load],
)