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2
Sizes (cm)
Loads ( kN/m2/m )
3
Title :E6 - Ispartakule Menfezi Betonarme TasarimiCells2
4
Equivalend Lane Load (kN/m) :
9,30
5
Units :SIkN,m
Wearing Surface Heigth :
8,0
6
Dead Loads
7
Materials :
Vertical Depth (a)
100
8
Concrete :
Top Slab Weight (1) :
7,81
9
Fc :13,0MPa
10
Fctd :1,0MPa
Full Concrete Weight (1') :
27,73
11
Ec :28.000MPa
12
γc :25,0kN/m3
Vertical Fill Load (2) :
20,00
13
14
Steel :
Wearing Surface Load (3) :
1,76
15
Fy :365MPa
16
Es :200.000MPa
Vertical Water Load (5) :
0,00
17
18
Soil :(1)(2)(3)(4)
Horizontal Water Load, Top (7) :
0,00
19
φ :30,0°
Cell Clear Width [1,2,3,4]
270,0270,0270,0270,0
20
γs :20,0kN/m3
Horizontal Water Load, Bottom (7) :
0,00
21
Exterior Wall thickness (5)
30,0
22
Ka :0,33
Horizontal Fill Load, Top (8) :
6,67
23
Interior Wall thickness (6)
35,0
24
Wearing Surface :
Horizontal Fill Load, Bottm (8) :
28,17
25
γa :22,0kN/m3
Bottom Slab Height (7)
35,0
26
Live Loads
27
Water :
Top Slab Height (8)
30,0
28
γw :10,0kN/m3
Lane Load Vertical Effect (4) :
5,17
29
MaterialsGeometryLoadsAnalysis
Cell Clear Height (9)
290,0
30
Lane Load Horizontal Effect (6) :
1,72
Water Effect - 5 & 7 (Yes/No) :
No
31
DesignBottS/IntWEXTRA02Report
Gusset Edge Length (10)
20,0Force Details
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