Project: EpicFem Project 131Init.: AGS

Date: 7-3-2013page 1 of

Supports:1: X = 0.00m, Pinned2: X = 4.00m, Pinned

Loads:1: X1 = 0.00 m, F1 = -2000.00 kN/m, Distributed Load X2 = 2.00 m, F2 = -2000.00 kN/m2: X = 3.00 m, F = -1000.00 kN, Nodal Force3: X = 5.00 m, F = -1000.00 kN, Nodal Force

Material:Name: C50/60E-modulus = 37.00 [GPa]

Section:Name: Custom RectA = 450.00 cm^2 I = 33750.00 cm^4

Structure:

Reactions: [kN], [kNm]

Displacement: [mm]

Project: EpicFem Project 131Init.: AGS

Date: 7-3-2013page 2 of

Rotation: [rad]

Shear force: [kN]

Moment: [kNm]

Summary:Displacement: Max: 123.46mm, at X = 5.00m

Min: -263.00mm, at X = 1.82m

Rotation: Max: 0.17rad, at X = 3.50mMin: -0.24rad, at X = 0.00m

Shear Force: Max: 3000.00kN, at X = 0.00mMin: -2000.00kN, at X = 3.10m

Moment: Max: 2250.00kNm, at X = 1.50mMin: -1000.00kNm, at X = 4.00m

Reaction table:3000.00kN, at X = 0.00m3000.00kN, at X = 4.00m