Determine Shear to Diaphragms: Diaphragm shear, V = Cs x Tributary weight
Transverse: Cs = 0.12
Roof: Vr = (0.12)(136kips)=16.32 kips (72.6 KN)
w = unit loading to diaphragm =Vr / diaph. span = 16.32 kips / 160'= 102 plf (1.49 KN/m)
Mezz: Vm = (0.12)(65.8kips) = 7.89 kips / mezzanine (35.1 KN)
w = 7.89 kips / 20'= 395 plf (5.76 KN/m)
Longitudinal: Cs = 0.12
Roof: Vr = (0.12)(169.7kips)=20.36 kips (90.56 KN)
w = 20.36 kips / 40'= 509 plf (7.43 KN/m)
Mezz: Vm = (0.12)(99 kips) = 11.87 kips / mezzanine (52.8 KN)
w = 11.87 kips / 40'= 297 plf (4.33 KN/m)
1 kip = 4.448 KN
1 plf = 14.59 N/m
H1-15
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