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)

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.15.8P: Same as Problem 5.15-7, except that the sag rods are al the third points.
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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)

photos for reference

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