Structural Engineers' eBook

Continuous Beam Analysis

Beam B1

 
Dead Load
UDL     6 kN/m            
Slab    4 kN/m2   * 2.5 m 

Live Load
Slab    5 kN/m2   * 2.5 m 


Ordinate
 
x m
 
    0.00
 
    1.50
 
    3.00
 
    4.50
 
    6.00
  
Live On
 
M kN-m
 
    0.00
 
   49.15
 
   54.60
 
   -1.06
 
 -100.42
All Spans  
 
V kN
 
   40.64
 
   21.51
 
  -16.74
 
  -54.99
 
  -74.11
  
Live On
 
M kN-m
 
    0.00
 
   54.24
 
   64.80
 
   14.23
 
  -80.02
Odd Spans
 
V kN
 
   44.04
 
   24.91
 
  -13.34
 
  -51.59
 
  -70.71
  
Live On
 
M kN-m
 
    0.00
 
   24.24
 
   21.57
 
  -15.77
 
  -80.02
Even Spans
 
V kN
 
   22.16
 
    8.66
 
  -13.34
 
  -35.34
 
  -48.84

 

Beam B2

 
Dead Load
UDL     6 kN/m            
Slab    4 kN/m2   * 2.5 m 

Live Load
Slab    5 kN/m2   * 2.5 m 


Ordinate
 
x m
 
    0.00
 
    1.50
 
    3.00
 
    4.50
 
    6.00
  
Live On
 
M kN-m
 
 -100.42
 
   -1.06
 
   54.60
 
   49.15
 
    0.00
All Spans  
 
V kN
 
   74.11
 
   54.99
 
   16.74
 
  -21.51
 
  -40.64
  
Live On
 
M kN-m
 
  -80.02
 
  -15.77
 
   21.57
 
   24.24
 
    0.00
Odd Spans
 
V kN
 
   48.84
 
   35.34
 
   13.34
 
   -8.66
 
  -22.16
  
Live On
 
M kN-m
 
  -80.02
 
   14.23
 
   64.80
 
   54.24
 
    0.00
Even Spans
 
V kN
 
   70.71
 
   51.59
 
   13.34
 
  -24.91
 
  -44.04