000 02155nam a2200265 a 4500
001 vtls000029392
003 KUKTEM
005 20251114204411.0
008 080611s2007 my f 001 0 eng|d
020 _aTHE0003512(Local)
020 _aTHE0003513(Local)
020 _aTHE0003514(Local)
039 9 _a201905161716
_bzulaiha
_c201905132123
_dzulaiha
_c201107132223
_dVLOAD
_c201006110933
_dida
_y200806111051
_zfara
040 _aUMP
090 _aTH891 .Z85 2007 rs Bc.
100 0 _aZulasyraf Abdul Kadir
245 1 0 _aImpact of wind load pressure due to various type of roof slope /
_cZulasyraf bin Abdul Kadir
260 _aKuantan, Pahang :
_bUMP,
_c2007
300 _axvi, 85 p. :
_bill. ;
_c30 cm.
502 _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3 _aThe 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
650 0 _aWind-pressure
650 0 _aStandards, Engineering
_zMalaysia
999 _aVIRTUA40
_c1379
_d1385
999 _aVTLSSORT0080*0200*0201*0202*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992