Savannah Trims SBS Calculator

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Savannah Trims SBS Calculator v4
S.B.S. FLOOD PANEL
HYDROSTATIC, HYDRODYNAMIC, BREAKING WAVES, AND IMPACT LOADS  
Flood Information:
BFE ft, Base Flood Elevation Breaking Waves?
FB ft, Free Board
dh Surcharge depth Debris Impact?
Hb Breaking Wave Height
DFE Design Flood Elevation V Zone / Coastal A Zone?
F.F. ft, Finished Floor
h Flood Barrier Panel Height
V
Zachary A. Rubin, P.E.:
Enter 4.99 ft/s for hydrostatic only.
Per ASCE 7-10 5.4.3, the maximum water velocity for hydrodynamic analysis is 10 ft/s.
ft/s, Design Water Velocity
W lbs, Debris Weight
Structure Information:
Flood Design Criteria:
Risk Category
Hydrostatic Pressure:
Upstream Screening
psf
Building Structure
Hydrodynamic Pressure:
psf
Wind Information:
Breaking Wave Pressure:
Wind Pressure psf
psf
Debris Impact Force:
lb
VERTICAL TUBES
Member Size:
Critically Welded
Member Spacing: in O.C.
Deflection Limit: L /

INVALID WITHOUT
ENGINEER SEAL

Bending Moment Check:
Deflection Check:
HORIZONTAL TUBES
Member Size:
Critically Welded
Panel Width: ft
Deflection Limit: L /

INVALID WITHOUT
ENGINEER SEAL

Bending Moment Check:
Deflection Check:
SPAN TUBES
Member Size:
Member Length ft
Deflection Limit: L /

INVALID WITHOUT
ENGINEER SEAL

Bending Moment Check:
Deflection Check:
BRACES
Member Size:
Member Spacing: in O.C.
Member Angle with Floor: degrees
Member Length:

INVALID WITHOUT
ENGINEER SEAL

Axial Force Check:
SQUARE/RECTANGULAR POSTS
Member Size:
Critically Welded
Member Spacing: in O.C.
Deflection Limit: L /

INVALID WITHOUT
ENGINEER SEAL

Bending Moment Check:
Deflection Check:
I-BEAM POSTS
Member Size:
Critically Welded
Member Spacing: in O.C.
Deflection Limit: L /

INVALID WITHOUT
ENGINEER SEAL

Bending Moment Check:
Deflection Check:
SURFACE MOUNT
Anchor Type:
Anchor Embed. And Edge Distance:
Anchor Spacing: in
Reactions for HILTI PROFIS:
Post Spacing: in O.C.
Moment (LRFD):

INVALID WITHOUT
ENGINEER SEAL

lb-in
Anchor Unity Check:
Shear (LRFD):
lb

Savannah Trims SBS Calculator

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