Project Title: ITB LINK BRIDGE
Project No :
Date: 18th March 2010
Element Location ST 1
Steel Design (Moment and Shear Check)
(For Simply Supported)
Note:- Fill the Shaded Portion only
Length 5m
UDL 3.5 KN/m
LL 3.5 KN/m
PDL 0 KN Loading at Center Span only
PLL 0 KN
Max. Moment 32.81 KN-m
Max. Shear 26.25 KN
Required Sx 119.32 cm3
Steel Sections 203x203
Mass per M 52 Kg
Grade of Steel 43 (Grade 43, 50, 55)
D 206.2 mm Depth Of Section
B 203.9 mm Width Of Section
t 8 mm Web Thickness
T 12.5 Flange Thickness
py 275 N/mm2(See Table 4.3)
ε 1
Ix-x 5185 cm4 Second Moment Area (x-x) of Section
Zx-x 503 cm3 Elastic Modulus
Sx 571 cm 3
Plastic Modulus
b/T 8.20
w 10.5
W 0
Check Steel Class Class1 Plastic (Table 7, BS5950)
Shear Check
Pv 272.2 KN Shear Capacity of the section
Low Shear Load
Moment Check
Mc 157.02193061
Moment OK
Plastic Check Ok Mc=pyS<1.2pyZ
Deflection Check
δc 0.00268 m
2.7 mm
L/200 Deflection OK For Normal Beams
For Beams carrying plaster or
L/360 Deflection OK
other brittle finish
Project Title: MOFAT
Project No :
Date: 24th April 2009
Element Location y15/x31'~x31a
Steel Design (Moment and Shear Check)
(For Simply Supported)
Note:- Fill the Shaded Portion only
Length 8m
UDL 0 KN/m
LL 0 KN/m
PDL 242 KN Loading at Center Span only
PLL 206 KN
Max. Moment 1187.00 KN-m
Max. Shear 481.00 KN
Required Sx 4316.36 cm3
Steel Sections 762x267
Mass per M 173 Kg
Grade of Steel 43 (Grade 43, 50, 55)
D 762 mm Depth Of Section
B 266.7 mm Width Of Section
t 14.32 mm Web Thickness
T 21.6 Flange Thickness
py 275 N/mm2(See Table 4.3)
ε 1
Ix-x 202262 cm4 Second Moment Area (x-x) of Section
Zx-x 5309 cm3 Elastic Modulus
Sx 6028 cm 3
Plastic Modulus
b/T 6.11
w 0
W 668.4
Check Steel Class Class1 Plastic (Table 7, BS5950)
Shear Check
Pv 1800.5 KN Shear Capacity of the section
Low Shear Load
Moment Check
Mc 1657.6287721
Moment OK
Plastic Check Ok Mc=pyS<1.2pyZ
Deflection Check
δc 0.00530 m
5.3 mm
L/200 Deflection OK For Normal Beams
For Beams carrying plaster or
L/360 Deflection OK
other brittle finish
Project Title: Pelabuhan KB
Project No : JSY0207
Date: Sep-05
Steel Design (Moment and Shear Check)
(For Cantilever)
Length 1m
UDL 450 KN/m
LL 270 KN/m
PDL 0 KN
PLL 0 KN
Steel Sections 254x146
Mass per M 43 Kg Loading at Center Span only
Grade of Steel 43 (Grade 43, 50, 55)
D 259.6 mm
B 177 mm
t 7.3 mm
T 12.7
py 275 N/mm2(See Table 4.3)
ε 1
Ix-x 7639 cm4 Second Moment Area (x-x) of Section
Zx-x 589 cm3 Elastic Modulus
S 668 cm3 Plastic Modulus
b/T 6.99
w 1062
W 0
Max. Moment 531.00 KN-m
Max. Shear 1062.00 KN
Check Steel Class Class1 Plastic (Table 7, BS5950)
Shear Check
Pv 312.7 KN Shear Capacity of the section
High Shear Load
Web Buckling and Bearing Check Require
Moment Check
Mc -52.68434002
Moment Failed
Plastic Check Ok Mc=pyS<1.2pyZ
Deflection Check
δc 0.00022 m
0.2 mm
L/180 Deflection OK For Cantilever beams
L 6 m (height of column)
PD 904 kN Point Dead Load
PL 810 kN Point Live Load
Factored Layout 2561.6 kN
LE factor 0.85 0.7L Effectively restrained in direction at both ends
0.85L Partially restrained in direction at both ends
LE 5.1 0.85L Restrained in direction at one end
1.0L Not restrained in direction at either end
Py 265 N/mm2
Steel Section
ry 78.9 mm Radius of Gyration (y-y) ; Refer to section properties
Ag 20100 mm2 Area of Section ; Refer to section properties; cm2~mm2 (x100)
λ 64.64
pc 207 N/mm2 Compresive Strength (refer to Table 24 of BS5950)
Pc 4161 kN
Design OK
at both ends
