Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For BANGUNAN BANGSAL BAS – ZON ZON L
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 10º degree
Suspended ceiling
= Nil
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD Roof = 0.075kN/m2/ cos10º x 1.1m = 0.084kN/m - Metal Roof 0.056kN/m - Insulation= 0.05kN/m2/ cos10º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos10º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For DEWAN SERBAGUNA – ZON G
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 10º degree
Suspended ceiling
= 8kg/m2 (0.08kN/m2)
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos10º x 1.1m = 0.084kN/m 0.056kN/m - Insulation= 0.05kN/m2/ cos10º x 1.1m = ~SUSPENDED CEILING - Ceiling= 0.08kN/m2/ cos10º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos10º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For PONDOK PENGAWAL & GERBANG – ZON L
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 14º degree
Suspended ceiling
= 8kg/m2 (0.08kN/m2)
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos14º x 1.1m = 0.085kN/m 0.057kN/m - Insulation= 0.05kN/m2/ cos14º x 1.1m = ~SUSPENDED CEILING - Ceiling= 0.08kN/m2/ cos14º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos14º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For KAFETERIA – ZON G
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 10º degree
Suspended ceiling
= 8kg/m2 (0.08kN/m2)
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos10º x 1.1m = 0.084kN/m 0.056kN/m - Insulation= 0.05kN/m2/ cos10º x 1.1m = ~SUSPENDED CEILING - Ceiling = 0.08kN/m2/ cos10º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos10º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For PONDOK PENGAWAL 2 – ZON L
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 10º degree
Suspended ceiling
= 8kg/m2 (0.08kN/m2)
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos10º x 1.1m = 0.084kN/m 0.056kN/m - Insulation= 0.05kN/m2/ cos10º x 1.1m = ~SUSPENDED CEILING - Ceiling = 0.08kN/m2/ cos10º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos10º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For SMOKE HOUSE – ZON L
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 14º degree
Suspended ceiling
= Nil
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos14º x 1.1m = 0.085kN/m 0.057kN/m - Insulation= 0.05kN/m2/ cos14º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos14º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
Cadangan Membina Dan Menyiapkan Sekolah Perikanan, Kolej Pertanian Malaysia (KPM) Di Kompleks Perikanan Kg. Aceh, Daerah Manjung, Perak ~ROOF DESIGN & BUILD For WAKAF – ZON L
Curved Metal roof
= 7.5kg/m2 (0.075 kN/m2)
Insulation
= 5 kg/m2 (0.05kN/m2)
Purlin spacing
= 1100mm c/c in average
Roof truss pitch
= Arched & max. tangent 6º degree
Suspended ceiling
= Nil
Air-con Ducting
= Nil
Design wind velocity
= 31 m/s
External pressure coefficient
= -0.9
Internal coefficient
= 0.2
Live imposed load
= 0.25 kN/m2 (For no access) to UBBL 1988
LOADING AGAINST PURLIN ~DEAD LOAD - Metal Roof = 0.075kN/m2/ cos6º x 1.1m = 0.083kN/m 0.055kN/m - Insulation= 0.05kN/m2/ cos6º x 1.1m = ~LIVE LOAD - Imposed live load= 0.25kN/m2/ cos6º x 1.1m = ~WIND LOAD Basic wind speed; V = 31 m/s or 112 km/hr Design wing speed; Vs = S1xS2xS3 (V) Dynamic pressure of wind; q = k Vs2 where k = 0.613 in SI init (N/m2) In this instance, q is taken as 0.65 kN/m2 laterally
Roof Structural Truss
~Truss structure: Steel Grade 43A- 275N/mm2 ~Roof purlin: Galvanised High-tensile Lightweight purlin sections
