Table 103-1 2. Basic Wind Speed: Figure 207A.5-1A,B,C 3. Exposure Category: Section
Table 103-1 2. Basic Wind Speed: Figure 207A.5-1A,B,C 3. Exposure Category: Section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Derive the Wind Pressures and Wind Load Parameters for MWFRS - OPEN Building Gable Roof.
Code: NSCP 2015
Wind Load Parameters
1. Building Classification/Category: Section 103 Table 103-1
2. Basic Wind Speed: Figure 207A.5-1A,B,C
3. Exposure Category: Section 207A.7
4. Topographic Factor, Kzt: Section 207A.8
5. Wind Directionality Factor, Kd: Section 207A.6
6. Gust Effect Factor, G: Section 207A.9
7. Enclosure Classification: Section 207A.10
8. Internal Pressure Coefficient, GCpi: Section 207A.11
9. Velocity Pressure, qz or qh: Section 207B.3.2
10. External Pressure Coefficient, Cp or CN: Figure 207B.4-5, 207B.4-7, & 207B.4-8
11. Design Pressure, p: Equation 207B.4-3
NOTE: Assume Clear Wind Flow
Transcribed Image Text:Sample Project: Steel Warehouse
Gas Sta 0
WasemNaut
Open Structure - Warehouse
LOCATION
Aklan, Philippines
: 11°42'25.45"N
Longitude : 122°18'9.97"E
Latitude
Transcribed Image Text:Sample Project: Steel Warehouse
100.000m
L=100m
Bay Spacing
Isometric
= 5m
100.000m
30.000m
5.000m
Ridge
e = 20 deg
Eave
30.000m
B=30m
Plan
B=30m
Rigid Frame
6.00m
5.45m
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