Sir question po. Pano po kapag angle < 10 deg.. then ang wind is normal to ridge.. both for wind ward and lee ward side ba eh same ang Cp? Sample.. h/L = 0.5, Cp will be both 0.9 . Then other case is both 0.18?
@@ryanjamesolivo6516 eto po siya sir di ko po kasi alam paano na derive sa -0.81 and -0.17 sa windward yung sa reference ko Roof Pressure Coeff: h/L=9.75/21=0.46 Winward -0.81 -0.17 Leeward -0.49 Roof Angle=13.39 deg. interpolate muna po ba yung value ng h/L before yung sa angle? 0.25 -0.7 0.46 x 0.5 -0.9
Good day Sir. Engr.! May I know what book are you using in this video? Seems clearer than the NSCP 2015 pdf that I got from the internet. Hehe
ASCE 7
what is the classification of streetlights or lamp posts in calculating wind loads?
Sir question po. Pano po kapag angle < 10 deg.. then ang wind is normal to ridge.. both for wind ward and lee ward side ba eh same ang Cp?
Sample.. h/L = 0.5, Cp will be both 0.9 . Then other case is both 0.18?
Gamitin niyo po ung table po ng parallel to the ridge, ung may "Horizontal distance from windward edge"
sir what if yung h/L is 0.46 consider 0.5 na po ba?
Kung normal to the ridge, interpolate niyo Po, kung parallel to the ridge consider niyo 0.5,
@@ryanjamesolivo6516
eto po siya sir di ko po kasi alam paano na derive sa -0.81 and -0.17 sa windward yung sa reference ko
Roof Pressure Coeff:
h/L=9.75/21=0.46
Winward -0.81
-0.17
Leeward -0.49
Roof Angle=13.39 deg.
interpolate muna po ba yung value ng h/L before yung sa angle?
0.25 -0.7
0.46 x
0.5 -0.9