Problem 102 accordance with Analytical Given the same problem in Problem 101, calculate the design wind load pressures for this structure Procedure on wind load calculation stipulated on the NSCP-2015 if to be constructed with infill concrete hollow block walls. Additional specifications are given as follows: San Carlos, Pangasinan Standard Ocupancy Flat terrain 7.6 m x 62.37 m Location: Occupancy Category: Terrain: Dimensions: Roof slope =0°, with roofing materials as metal panels

Problem 102 accordance with Analytical Given the same problem in Problem 101, calculate the design wind load pressures for this structure Procedure on wind load calculation stipulated on the NSCP-2015 if to be constructed with infill concrete hollow block walls. Additional specifications are given as follows: San Carlos, Pangasinan Standard Ocupancy Flat terrain 7.6 m x 62.37 m Location: Occupancy Category: Terrain: Dimensions: Roof slope =0°, with roofing materials as metal panels

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Problem 102
Given the same problem in Problem 101, calculate the design wind load pressures for this structure in accordance with Analytical
Procedure on wind load calculation stipulated on the NSCP-2015 if to be constructed with infill concrete hollow block walls. Additional
specifications are given as follows:
San Carlos, Pangasinan
Standard Ocupancy
Location:
Occupancy Category:
Terrain:
Flat terrain
Dimensions:
7.6 m x 62.37 m
Roof slope =0°, with roofing materials as metal panels

Problem 101
Given the building as illustrated is to be built with light weight metal as warehouse building. Calculate the design wind load pressures
for this structure in accordance with Analytical Procedure on wind load calculation stipulated on the NSCP-2015.
San Carlos, Pangasinan
Standard Ocupancy
Location:
Occupancy Category:
Terrain:
Flat terrain
Dimensions:
7.6 m x 62.37 m
Gable roof 22°
1.2 m roof overhang in the 7.6-m direction
Appendices:

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