HomeMy WebLinkAboutM_Suspended Slab Calc_200810Concrete Beam
Licensee : L2 EngineersLic. # : KW-06011909
Description :Suspended Slab
L2 Engineers, LLC
Design and Planning Project Title:Engineer:Project ID:
Printed: 11 AUG 2020, 11:48AM
Project Descr:
File = C:\Users\loshb\Dropbox\Projects\2017\17-015~1\CALCUL~1\Grant Place.ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 .
CODE REFERENCES
Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-16
Material Properties
4.0
7.50
145.0
Elastic Modulus 3,122.0 ksi
1
60.0
29,000.0
40.0
29,000.0
4=2
=0.90
0.750
f'c ksi
fy - Main Rebar ksi
Density
1/2
=
fr = f'c *474.342
pcf
E - Main Rebar ksi
psi
=1.0OLtWt Factor
Fy - Stirrups ksi
==
=
E - Stirrups ksi
E 0.850
==
=
Shear :
Stirrup Bar Size #
Number of Resisting Legs Per Stirrup
Phi Values Flexure :
\
I
.Cross Section & Reinforcing Details
Rectangular Section, Width = 48.0 in, Height = 12.50 in
Span #1 Reinforcing....
13-#6 at 2.0 in from Bottom, from 0.0 to 17.0 ft in this span 13-#6 at 2.0 in from Top, from 0.0 to 17.0 ft in this span
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Loads on all spans...
D = 1.440, S = 0.10
Uniform Load on ALL spans : D = 1.440, S = 0.10 k/ft
Point Load : D = 16.0 k @ 10.50 ft
Point Load : D = 16.0 k @ 6.50 ft
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.898 : 1
Span # where maximum occurs Span # 1
Location of maximum on span 8.515 ft
Mn * Phi : Allowable 243.136 k-ft
Typical SectionSection used for this span
Mu : Applied 218.428 k-ft
Maximum Deflection
0 <360.0
277Ratio =0 <180.0
Max Downward Transient Deflection 0.008 in 26485Ratio =>=360.0
Max Upward Transient Deflection 0.000 in Ratio =
Max Downward Total Deflection 0.734 in Ratio =>=180.0Max Upward Total Deflection 0.000 in
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1
Overall MAXimum 29.090 29.090
Overall MINimum 0.850 0.850
+D+H 28.240 28.240
+D+L+H 28.240 28.240
+D+Lr+H 28.240 28.240
TRAND BOARD, WAFER
RODUCT STANDARDS P
OCATION
ROOF
LOOR
WALLS HGU
O
BHSOL
A N
IJ.BRNOTGHIS
N
AFWOETATS
REGIST E R E DP
R
O
FESSIONAL E N G IN EER5 3 2 1 4
08/11/2020
RECEIVED
08/11/2020 striplett
BUILDING DIVISION
B18004340
Concrete Beam
Licensee : L2 EngineersLic. # : KW-06011909
Description :Suspended Slab
L2 Engineers, LLC
Design and Planning Project Title:Engineer:Project ID:
Printed: 11 AUG 2020, 11:48AM
Project Descr:
File = C:\Users\loshb\Dropbox\Projects\2017\17-015~1\CALCUL~1\Grant Place.ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 .
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1
+D+S+H 29.090 29.090
+D+0.750Lr+0.750L+H 28.240 28.240
+D+0.750L+0.750S+H 28.877 28.877
+D+0.60W+H 28.240 28.240
+D+0.750Lr+0.450W+H 28.240 28.240
+D+0.750S+0.450W+H 28.877 28.877
+0.60D+0.60W+0.60H 16.944 16.944
+D+0.70E+0.60H 28.240 28.240
+D+0.750L+0.750S+0.5250E+H 28.877 28.877
+0.60D+0.70E+H 16.944 16.944
D Only 28.240 28.240
Lr Only
L Only
S Only 0.850 0.850
W Only
E Only
H Only