Normalize spacing before units across all calc sheets

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.

slab-on-grade/slab-on-grade.pdf

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slab-on-grade/slab-on-grade.typ

@@ -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],
 )