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.

mudsill-for-shore-post/mudsill-for-shore-post.pdf

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mudsill-for-shore-post/mudsill-for-shore-post.typ

@@ -24,12 +24,12 @@ distributing the post load to the ground.
 #let t = 0.75
 #let N = 3
 
-#calcline([$P = #P " lbf"$], [Post axial load on mudsill])
-#calcline([$B_p = #Bp " in"$], [Post base width])
-#calcline([$H_p = #Hp " in"$], [Post base length])
-#calcline([$B = #B " in"$], [Mudsill panel width])
-#calcline([$H = #H " in"$], [Mudsill panel length])
-#calcline([$t = #t " in"$], [Plywood thickness])
+#calcline([$P = #P "lbf"$], [Post axial load on mudsill])
+#calcline([$B_p = #Bp "in"$], [Post base width])
+#calcline([$H_p = #Hp "in"$], [Post base length])
+#calcline([$B = #B "in"$], [Mudsill panel width])
+#calcline([$H = #H "in"$], [Mudsill panel length])
+#calcline([$t = #t "in"$], [Plywood thickness])
 #calcline([$N = #N$], [Number of plywood panels])
 
 == Plywood Bearing Under Post Base
@@ -40,10 +40,10 @@ distributing the post load to the ground.
 
 #calcline([$A_p = B_p H_p = #round(Ap) " in"^2$], [Post base contact area])
 #calcline(
-  [$f_"brg" = P / A_p = #round(fbrg_ply, digits: 3) " psi"$],
+  [$f_"brg" = P / A_p = #round(fbrg_ply, digits: 3) "psi"$],
   [Bearing stress in plywood],
 )
-#calcline([$F_"abrg" = #Fabrg " psi"$], [Allowable plywood bearing (D510 ch 4.4.7)])
+#calcline([$F_"abrg" = #Fabrg "psi"$], [Allowable plywood bearing (D510 ch 4.4.7)])
 
 #v(8pt)
 #check(
@@ -63,10 +63,10 @@ distributing the post load to the ground.
 
 #calcline([$A_"brg" = (B H) / 144 = #round(Abrg, digits: 3) " ft"^2$], [Mudsill bearing area on soil])
 #calcline(
-  [$f_"brg" = P / A_"brg" = #round(fbrg_soil, digits: 3) " psf"$],
+  [$f_"brg" = P / A_"brg" = #round(fbrg_soil, digits: 3) "psf"$],
   [Soil bearing pressure],
 )
-#calcline([$F_"brg" = #Fbrg " psf"$], [Allowable soil bearing pressure])
+#calcline([$F_"brg" = #Fbrg "psf"$], [Allowable soil bearing pressure])
 
 #v(8pt)
 #check(
@@ -95,15 +95,15 @@ is applied to the soil pressure to account for partial loading at the cantilever
 #let S = 1.125
 #let Fb = FbS / S
 
-#calcline([$w = 0.6 f_"brg" B = #round(w) " plf"$], [Lineal load on plywood])
-#calcline([$a = (H - H_p) / 2 = #round(a) " in"$], [Cantilever length])
-#calcline([$M = w a^2 / 2 = #round(M) " lbf" dot "ft"$], [Maximum bending moment])
+#calcline([$w = 0.6 f_"brg" B = #round(w) "plf"$], [Lineal load on plywood])
+#calcline([$a = (H - H_p) / 2 = #round(a) "in"$], [Cantilever length])
+#calcline([$M = w a^2 / 2 = #round(M) "lbf" dot "ft"$], [Maximum bending moment])
 #calcline([$S_p = N B t^2 / 6 = #round(Sp, digits: 3) " in"^3$], [Section modulus of plywood])
 #calcline(
-  [$f_b = M / S_p = #round(fb, digits: 3) " psi"$],
+  [$f_b = M / S_p = #round(fb, digits: 3) "psi"$],
   [Bending stress in plywood],
 )
-#calcline([$F_b = F_"bS" / S = #round(Fb) " psi"$], [Allowable bending stress])
+#calcline([$F_b = F_"bS" / S = #round(Fb) "psi"$], [Allowable bending stress])
 
 #v(8pt)
 #check(
@@ -122,13 +122,13 @@ is applied to the soil pressure to account for partial loading at the cantilever
 #let fv = 1.5 * V / Av
 #let Fv = 90.0
 
-#calcline([$V = w a = #round(V) " lbf"$], [Maximum shear force])
+#calcline([$V = w a = #round(V) "lbf"$], [Maximum shear force])
 #calcline([$A_v = N B t = #round(Av, digits: 3) " in"^2$], [Shear area of plywood])
 #calcline(
-  [$f_v = 1.5 V / A_v = #round(fv, digits: 3) " psi"$],
+  [$f_v = 1.5 V / A_v = #round(fv, digits: 3) "psi"$],
   [Shear stress in plywood],
 )
-#calcline([$F_v = #Fv " psi"$], [Allowable shear stress])
+#calcline([$F_v = #Fv "psi"$], [Allowable shear stress])
 
 #v(8pt)
 #check(