DOCUMENT NO. SHEET
SUBJECT Tondo School: Wind Load CalculationsSUBJECT CALCULATIONS
OUTPUT
qz = Exposure Type: Cz = 14.235 m
1 h = 14.24 m (mean roof ht.)V = 200 kph L = 9.82 m
1.15 B = 24.4 mkz = 1.0784qz = 2.3465 kPa
22 degrees L/B = 0.4025Cp = 0.8 windward wall h/L = 1.4501
-0.7 side walls### Leeward walls
Roof Coefficients:inward outward
Windward #VALUE! #VALUE!Leeward 0.000 #VALUE!
Design Wind Pressure: G = 0.85p = qGCp - qh * GCpi GCpi = 0.8
(inward)
-0.3 (outward)At GCpi = 0.8edge Cp GCpi q p Remarks
1 0.8 0.8 2.3465 -0.282 A2 ### 0.8 2.3465 ### #VALUE!3 ### 0.8
2.3465 ### #VALUE!4 ### 0.8 2.3465 ### #VALUE!
At GCpi = -0.3edge Cp GCpi q p Remarks
1 0.8 -0.3 2.3465 2.2995 B2 ### -0.3 2.3465 ### #VALUE!3 ###
-0.3 2.3465 ### #VALUE!4 ### -0.3 2.3465 ### #VALUE!
NOTE:A denotes away from the structureB denotes towards to the
structure
47.3x106KzKztV2Iwkz = 2.01(z/zg)2/
kzt =
Iw =
=
1
2 3
4
L
B
