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Impact of wind load pressure due to various type of roof slope / Zulasyraf bin Abdul Kadir

By:

Zulasyraf Abdul Kadir

Material type: Text

TextPublication details: Kuantan, Pahang : UMP, 2007Description: xvi, 85 p. : ill. ; 30 cmISBN:

THE0003512(Local)
THE0003513(Local)
THE0003514(Local)

Subject(s):

Dissertation note: Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 Abstract: The wind load impact is carried in design study stage.One of the ways failures of building structure occur due to the wind load is roof structure. Destruction can be occur to the roof, in between that it is suction or pressure on roof surfaces can cause full off roof. So the designing of roof is an important part that need consider especially in design of roof slope. The objective of this study is to determine pressure on variety of roof slope in small wind tunnel and to see the comparison between results from wind tunnel testing and manual calculation according code of practice (MS 1553, 2002). Five slope of pitch roof 10 0, 20 0, 30 0, 40 ° and 50 ° were selected for test. From the result of wind tunnel testing it shows the similar pattern with pattern of manual calculation by code of practice (MS 1553, 2002). Furthermore, the percentage different between experimental and theoretical is slightly different especially at surface Up-wind slope. Beside that from this present study can conclude that the low slope of roof, the high negative pressure or suction occurs and the high slope of roof, the high positive pressure occurs. -Author

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Holdings ( 3 )
Title notes ( 2 )

Holdings
Item type	Current library	Call number	Copy number	Status	Notes	Barcode
Final Year Report	UMPLIB GAMBANG	TH891 .Z85 2007 rs Bc. (Browse shelf(Opens below))	1	Not for loan		0000030392
Final Year Report	UMPLIB GAMBANG	TH891 .Z85 2007 rs Bc. (Browse shelf(Opens below))	2	Not for loan	c.2	0000044547
Final Year Report	UMPLIB GAMBANG	TH891 .Z85 2007 rs Bc. (Browse shelf(Opens below))	3	Not for loan	c.3	0000044541

Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007

The wind load impact is carried in design study stage.One of the ways failures of building structure occur due to the wind load is roof structure. Destruction can be occur to the roof, in between that it is suction or pressure on roof surfaces can cause full off roof. So the designing of roof is an important part that need consider especially in design of roof slope. The objective of this study is to determine pressure on variety of roof slope in small wind tunnel and to see the comparison between results from wind tunnel testing and manual calculation according code of practice (MS 1553, 2002). Five slope of pitch roof 10 0, 20 0, 30 0, 40 ° and 50 ° were selected for test. From the result of wind tunnel testing it shows the similar pattern with pattern of manual calculation by code of practice (MS 1553, 2002). Furthermore, the percentage different between experimental and theoretical is slightly different especially at surface Up-wind slope. Beside that from this present study can conclude that the low slope of roof, the high negative pressure or suction occurs and the high slope of roof, the high positive pressure occurs. -Author