Given: ▪ Proposed Eight-storey with roof deck commercial mix use building ▪ 20 x 32 m with first floor being 3.5 meter in height and rest at 3.2 meter with 1.0-meter parapet ▪ 5 bays x 7 bays (5@ 4-meter x 8@ 4 meter typical) ▪ Assume a 10 kPa regular weight of the typical floor area except at roof deck being 8 kPa. Occupancy Category III Enclosed Wind speed, V= 260kph Exposure C Calculate the required wind pressure on the walls and parapet applying the code provision under Directional Procedure for Buildings of All Heights (NSCP section 207B) **ALL UNITS MUST BE IN KILOPASCAL (kpa)
Given: ▪ Proposed Eight-storey with roof deck commercial mix use building ▪ 20 x 32 m with first floor being 3.5 meter in height and rest at 3.2 meter with 1.0-meter parapet ▪ 5 bays x 7 bays (5@ 4-meter x 8@ 4 meter typical) ▪ Assume a 10 kPa regular weight of the typical floor area except at roof deck being 8 kPa. Occupancy Category III Enclosed Wind speed, V= 260kph Exposure C Calculate the required wind pressure on the walls and parapet applying the code provision under Directional Procedure for Buildings of All Heights (NSCP section 207B) **ALL UNITS MUST BE IN KILOPASCAL (kpa)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Given:
▪ Proposed Eight-storey with roof deck commercial mix use building
▪ 20 x 32 m with first floor being 3.5 meter in height and rest at 3.2 meter with 1.0-meter parapet
▪ 5 bays x 7 bays (5@ 4-meter x 8@ 4 meter typical)
▪ Assume a 10 kPa regular weight of the typical floor area except at roof deck being 8 kPa.
Occupancy Category III
Enclosed
Wind speed, V= 260kph
Exposure C
Calculate the required wind pressure on the walls and parapet applying the code provision under Directional
Procedure for Buildings of All Heights (NSCP section 207B)
**ALL UNITS MUST BE IN KILOPASCAL (kpa)
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