HomeMy WebLinkAboutX2021-2170 - SoilsCOASTLINE
1 'Slnf c 1N3
<.-,,hor Designer
-
Software
Version 3.0.7947.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
%. [Ib]: 0
V„. [lb]: 500
Vu, fib]: 0
Mu. [ft-lb]'. 0
May [ft-lb]: 2000
M„: [fit -lb]: 0
<Figure 1
5 of 15
FAIRFIELD DRIVE RESIDENCE
21-011
2/ZS/2022
Company:
_
Engineer:
Project:
Address:
Phone:
E-mail:
om
Oft lb
ft 2" 0
a-
a0
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560,9000 Fax: 925.847.3871 wvaystrongtie.com
COASTLINE
ENGINEERING
:hor DesignerTM
Version 3.0.7947.0
<Figure 2>
6 of 15
FAIRFIELD DRIVE RESIDENCE
2
21-011
25/2022
Company:
_ /
Engineer:
Project:
Address:
Phone:
E-mail:
12100
r-i
M.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
'dl _ 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 w .strongtie.com