Sistema Ubm

STRUCTURAL ANALYSIS AND COST ESTIMATE
Page 1
DATE : 05-24-2012
TIME : 18:10:08
FILENAME : CANEY SAN JUAN 43 BRIG ARTILLERIA REV 1.UBM
TITLE: CANEY DE ESTACIONAMIENTO 43 BRIGADA
INPUT DATA:
Machine Type
Material Type
Building Shape
Wall Height
Total Height
Total Width
Crown Radius
Eave Radius
Total Length
Wall Type
Detail Type

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:
:
:
:
:
:
:
:
:
:

240
SteelGable
1.00
m
8.20
m
19.00
m
5.10
m
5.10
m
48.00
m
Normal
Fixed (Concrete)

:
:
:
:
:
:
:
:
:
:
:
:
:

0.00
kg/m2
60.00
kg/m2
0.00
kg/m2
Unheated
Open Terrain, Fully Exp.
No
Enclosed Building
140.00
km/h
Urban/Suburban Area
0.00
m
No
Other
No

LOAD DATA:
Dead Load
Live Load
Snow Load
Thermal Factor
Snow Exposure
Obstructed Roof
EnclosureClassification
Wind Velocity
Wind Exposure
Elevated Base Height
Near Hurricane Coastline
Building Category
Adjacent Roof

CONCENTRATED DEAD LOADS:
Magnitude (kg)
Location (m)

:
:

-10
-5

-10
0

-10
5

STRUCTURAL ANALYSIS AND COST ESTIMATE
Page 2
DATE : 05-24-2012
TIME : 18:10:08
FILENAME : CANEY SAN JUAN 43 BRIG ARTILLERIA REV 1.UBM
TITLE: CANEY DE ESTACIONAMIENTO 43 BRIGADACOMPUTED DESIGN ROOF LOADS:
Wind Pressure
Snow/Live Pressure

:
:

46.30
60.00

kg/m2
kg/m2

COMPUTED STRUCTURAL RESULTS:

Required Thickness
Required Strength

:
:

ROOF
1.52
35

SIDE
WALL
1.52
35

END
WALL
0.74
28

0.16
0.70
0.94

0.18
0.24
0.49

0.44
0.41
0.46

MAXIMUM STRESS RATIOS:
Shear
Shear & Bending
Axial & Bending

:
:
:

Seismicloadings are not checked in the analysis.
Supporting structures should be checked separately if applicable.

mm
kg/mm2

STRUCTURAL ANALYSIS AND COST ESTIMATE
Page 3
DATE : 05-24-2012
TIME : 18:10:08
FILENAME : CANEY SAN JUAN 43 BRIG ARTILLERIA REV 1.UBM
TITLE: CANEY DE ESTACIONAMIENTO 43 BRIGADA
FOUNDATION INPUT AND DESIGN
Footing Type
Soil Type
Soil Strength
Footing Depth

:
::
:

Grade Beam
Clay
1
kg/cm2
500 mm

GRADE BEAM RESULTS
Side Wall
End Wall

Depth
(mm)
957
500

Width
(mm)
1473
305

Number of longitudinal bars
ø13 or ø16 or ø19
26
4

17
4

12
4

STRUCTURAL ANALYSIS AND COST ESTIMATE
Page 4
DATE : 05-24-2012
TIME : 18:10:08
FILENAME : CANEY SAN JUAN 43 BRIG ARTILLERIA REV 1.UBM
TITLE: CANEY DE ESTACIONAMIENTO 43 BRIGADASUMMARY OF REACTIONS FOR COMPONENT LOAD CASES:
Notes:
1. Reactions are given per unit m
2. Positive forces on footing are down and to left
3. Positive moment on footing is clockwise
4. Forces are kg, Moments are m-kg
Component Load Case Descriptions
Num
Description
1
Structure Dead & Conc. Loads
2
Wind Normal to Ridge
3
Wind Normal to Ridge
4
Wind Parallel to Ridge
5
WindInternal Pressure
6
Live or Snow - Uniform
7
Live or 1/2 Snow - Middle Half
8
Live or 1/2 Snow - Middle Half
9
Live on Left Half
10
Live on Right Half
REACTION MAGNITUDES:
Case
----------------Left Side---------------Num
Horiz.
Vertical
Moment
1
155.10
271.14
-269.22
2
-139.46
-118.66
298.49
3
-178.20
13.59
496.87
4
-62.68
-261.79
133.97
5
-18.96
-79.20
40.53
6407.47
570.25
-721.71
7
296.56
282.88
-596.11
8
110.90
287.37
-125.60
9
203.71
447.93
-167.56
10
203.76
122.32
-554.14

---------------Right Side-------------Horiz.
Vertical
Moment
-155.07
271.68
268.83
-24.99
-180.62
126.55
-127.90
-126.00
429.04
62.66
-261.78
-133.92
18.96
-79.20
-40.51
-407.37
570.16
721.46
-296.47
282.78
595.86
-110.91
287.39
125.59-203.62
122.12
553.87
-203.76
448.04
167.59

Note: These values are for load cases only. Add individual values
to create load combinations per your local ordinance.

STRUCTURAL ANALYSIS AND COST ESTIMATE
Page 5
DATE : 05-24-2012
TIME : 18:10:08
FILENAME : CANEY SAN JUAN 43 BRIG ARTILLERIA REV 1.UBM
TITLE: CANEY DE ESTACIONAMIENTO 43 BRIGADA
SUMMARY OF PANEL LENGTHS, RADII, AND...