HomeMy WebLinkAboutSpan CalcsReport created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
280plf LL
Reaction
LL =921.7 lbs
DL =115.2 lbs
Reaction
LL =921.7 lbs
DL =115.2 lbs
TL =1036.9 lbsTL =1036.9
Min bearing =1.5 in Min Bearing =1.5 in
Based on the 2012 IBC/IRC and NDS-05
Based on top edge having continuous lateralsupport.
lncrease in allowable for duration of load =0%DEFLECTION:
U180 = .4389
U240 =.3292
U360 =.2194
U480 =.1646
Total Load Deflection =.0518" -U1526
Live Load Deflection =.046" -U1717
Deflection OK for floors and roofs
BENDING
ALLOWED = 40000.5 inch/lbs
ACTUAL = 20478.3 inch/lbs
Bending ratio = 51.2o/o of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED = 2775 pounds
ACTUAL = 794.1 pounds
Shear ratio = 28.60/o of the allowable
Shear OK
Garfield County Government
Community Development
108 8th Street
Glenwood Springs, Co 81601
970-945-1377
Report created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
Reaction
LL =921.7 lbs
DL =115.2 lbs
Reaction
LL =921.7 lbs
DL =115.2 lbs
TL =1036.9 lbsTL =1036.9 I
Min bearing =1.7 in Min Bearing =1.7 in
Based on the 2012 IBC/lRC and NDS-05
Based on top edge having continuous lateral sup
lncrease in allowable for duration of load =0%
*ArA-
BENDING
ALLOWED = 20000.2 inch/lbs
SHEAR: - No increase used
ALLOWED = 1387.5 pounds
ACTUAL = 794.1 pounds
Shear ratio = 57.2% of the allowable
Shear OK
DEFLECTION:
U180 =.4389
U240 =.3292
U360 =.2194
U480 = .1646
Total Load Deflection = .1035" - U763
Live Load Deflection = .092" - U859
Deflection OK for floors and roofs
ACTUAL = 20478.3 i
le
280plf LL
DL
BER OVER STRESSED
Garfield County Government
Community Development
108 8th Street
Glenwood Springs, Co 8160'l
970-945-1377