HomeGeneral Tools
American Canadian GeneralIm-Export
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
i Si
(mm)		 Ai
(mm2)		 Ii
(106mm4)		 hi
(mm)
1 5000 5690 99.2 313
2 6000 5690 99.2 313
i Span Type P or M
(kN or kN.m)		 q1
(kN/m)		 q2
(kN/m)		 xb
(mm)		 xd
(mm)
1 1 Linear - -10 -10 1000 3000
2 2 Vertical -50 - - 2000 -
i Si
(mm)		 Ai
(mm2)		 Ii
(106mm4)		 hi
(mm)
1 5000 5690 99.2 313
2 6000 5690 99.2 313
i Span Type P or M
(kN or kN.m)		 q1
(kN/m)		 q2
(kN/m)		 xb
(mm)		 xd
(mm)
1 1 Linear - -10 -10 1000 3000
2 2 Vertical -50 - - 2000 -
i Si
(mm)		 Ai
(mm2)		 Ii
(106mm4)		 hi
(mm)
1 5000 5690 99.2 313
2 6000 5690 99.2 313
i Span Type P or M
(kN or kN.m)		 q1
(kN/m)		 q2
(kN/m)		 xb
(mm)		 xd
(mm)
1 1 Linear - -10 -10 1000 3000
2 2 Vertical -50 - - 2000 -
Continuous Beam (FEA)
General Information E0 = MPa q0 = kN/m3 mm X =
Download Standalone conBeam.exe Continuous Beam (FEA)
Notes: Units: Shear- kN (kips); moment - kN.m (in. kips); deflection - mm (in.) Instruction: Select Add, Click button Edit will add item i to the table Select Delete , Click button Edit will delete item i from the table Select Update, Click button Edit will change item i of the table Reference: Structural Analysis, 4th Edition, Ghali A. and Neville A. M., E & FN SPON Loading direction: for vertical loading, upward is positive; for moment, with right hand rule, counter-clockwise is positive You can include self weight of the beam with q 0 > 0 Shear deformation is not considered, this tool doesn't apply for deep beams Considering spans and heights of the beam, this function meshes the beam to elements automatically and intelligently Span of beam / height of beam > 2.0
PL kN i = xb = mm Loading # of Span Type
Left Supports at Ends Right
hi = mm i = Si = mm Spans mm2 Ai = Ii = 106 mm4
Review Report