Shot time, stand-off & Ug — SE-75 / Ir-192 / Co-60.
Γ = 203 mR/h per Ci at 1 m · Lead HVL ≈ 1 mm · Steel HVL = 8 mm · Sheet = 3 HVL
d = √( Γ × Ci ÷ (10 × 2^HVLs) )
Γ = 480 mR/h per Ci at 1 m (0.48 R/h/Ci @ 1 m, QSA) · Lead HVL ≈ 5.1 mm · Steel HVL ≈ 13 mm
Lead sheets counted as 3 mm each (same physical sheets as your SE-75 3-HVL sheets).
d = √( Γ × Ci ÷ (10 × 2^HVLs) )
Ug = f × OFD ÷ SOD
Similar triangles (ASME V Art. 2). Not FFD in the denominator.
If you enter FFD: SOD = FFD − OFD, then same formula.
ASME max Ug (nominal thickness):
< 2″ → 0.020″ · 2–3″ → 0.030″ · 3–4″ → 0.040″ · > 4″ → 0.070″
t (min) = R × SFD_in² × 2^(steel_in ÷ HVL) ÷ (Ci × C)
Matched to iPhone X-Ray Timer (Lance Henderson).
Worked checks:
Ir-192 · 59 Ci · 15 mm · R=4 · 394 mm → 0:2:5
Ir-192 · 60 Ci · 0.75″ · R=2.5 · 16″ → 0:1:42
SE-75 · 10 Ci · 9.3 mm · R=2.5 · 136 mm → 0:2:8
SE-75 · 40 Ci · 1.124″ · R=2.5 · 42″ → 2:53:26
Ir-192: HVL=0.5″ (12.7 mm), C=17.75
SE-75: HVL=8 mm, C=7.55
Co-60: HVL=21 mm, C≈48.1 (not phone-checked)
Nominal / standard dimensions — not measured. ID = OD − 2×wall. Weight from steel density ≈ 7.85 g/cm³.
Outside diameter is fixed by NPS. Schedule sets wall thickness (and therefore ID and weight). Only schedules published for the selected NPS are listed.
Values follow ASME B36.10M wrought steel pipe tables (common NPS ⅛″–72″).
Build v23 · Gamma Buddy
Field aid only. Survey the rope. Follow your procedure, code, and RSO.