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.
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17 changed files with 728 additions and 771 deletions
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endstream
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108 0 obj
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@ -900,12 +897,12 @@ H
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<</Title(Shore Post Analysis and Design)/Author(Conemco Engineering)/Creator(Typst 0.15.1)/ModDate(D:20260921203430-04'00)/CreationDate(D:20260921203430-04'00)>>
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117 0 obj
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@ -1019,20 +1016,20 @@ xref
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0000018283 00000 n
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0000171918 00000 n
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trailer
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<</Size 118/Root 117 0 R/Info 115 0 R/ID[(a3kc+QfLN/5P+2AitCZKzg==)(cAnsuCPP9cWx2FVTu2Zl7g==)]>>
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<</Size 118/Root 117 0 R/Info 115 0 R/ID[(a3kc+QfLN/5P+2AitCZKzg==)(Zzv5dOGRv7/RZqcmymw5/g==)]>>
|
||||
startxref
|
||||
173544
|
||||
173548
|
||||
%%EOF
|
||||
|
|
@ -23,8 +23,8 @@ Analysis to determine the axial demand for heavy duty shore post supporting the
|
|||
#let By = 16
|
||||
#let At = Bx * By
|
||||
|
||||
#calcline([$S_x = #Bx " ft"$], [Tributary width in x (Spacing in X)])
|
||||
#calcline([$S_y = #By " ft"$], [Tributary width in y (Spacing in Y)])
|
||||
#calcline([$S_x = #Bx "ft"$], [Tributary width in x (Spacing in X)])
|
||||
#calcline([$S_y = #By "ft"$], [Tributary width in y (Spacing in Y)])
|
||||
#calcline(
|
||||
[$A_t = S_x S_y = #round(At) " ft"^2$],
|
||||
[Plan tributary area],
|
||||
|
|
@ -38,12 +38,12 @@ Analysis to determine the axial demand for heavy duty shore post supporting the
|
|||
|
||||
#let P = ((DL + SDL + LL) * At) / 2
|
||||
|
||||
#calcline([$D = #DL " psf"$], [Dead load])
|
||||
#calcline([$D_("s") = #SDL " psf"$], [Superimposed dead load])
|
||||
#calcline([$L_L = #LL " psf"$], [Live load])
|
||||
#calcline([$D = #DL "psf"$], [Dead load])
|
||||
#calcline([$D_("s") = #SDL "psf"$], [Superimposed dead load])
|
||||
#calcline([$L_L = #LL "psf"$], [Live load])
|
||||
|
||||
#calcline(
|
||||
[$P_max = display((( D + D_("s") + L_L) A_t ) / 2) = #round(P) " lbf"$],
|
||||
[$P_max = display((( D + D_("s") + L_L) A_t ) / 2) = #round(P) "lbf"$],
|
||||
[Maximum service load on one post],
|
||||
)
|
||||
|
||||
|
|
@ -54,8 +54,8 @@ Considering AS550 Heavy Duty Shore post
|
|||
#let H = 14
|
||||
#let Pcap = 6400
|
||||
|
||||
#calcline([$H = #H " ft"$], [Shore post height])
|
||||
#calcline([$P_("cap") = #Pcap " lbf"$], [AS550 Shore post capacity as per tech report])
|
||||
#calcline([$H = #H "ft"$], [Shore post height])
|
||||
#calcline([$P_("cap") = #Pcap "lbf"$], [AS550 Shore post capacity as per tech report])
|
||||
|
||||
#v(8pt)
|
||||
#check(
|
||||
|
|
|
|||
Loading…
Reference in a new issue