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We first investigate the one-element tension test, given in Fig 5.1. The dimension of this element is 10mm x10mm. 23 Y Y u σ θ θ (a) (b) Fig 5.1 One element model problem set up with fiber orientation. (a) creep loading and (b) constant displacement loading. Fig 5.1 shows the schematic with boundary conditions for a single element model.

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The free end of the beam is subjected to a transverse load that fluctuates between 8 KN down to 5KN up. 8. Selecting carbon steel C 30 as material for the beam and selecting a value of 2.1d. ... 165 N/mm2 and design shear stress of 100N/mm2. τ = 60MPa. ... 6.5*0.E.* calculate the horizontal and vertical forces. (8) 2. What do you understand by ...

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