![]() ![]() Wmax: Maximum crack width (Refer to the table 8.6 of CSA-S6S1-2010.)ĭe-icing Chemicals Spray or Surface Runoff Containing De-icing Chemicals Marine Spray Swamp Marsh Salt Water Aggressive Backfill: w max = 0. Wk: calculated crack width (Refer to the clause 8.12.3.2 of CSA-S6S1-2010.) S_max: Maximum spacing of steel reinforcement as per Clause 5.7.3.4 of AASHTO LRFD-07Ĭrack width check as per clause 8.12.3.2 of CSA-S6S1-2010. S_max: Maximum spacing of steel reinforcement as per the equation 5.7.3.4-1 of AASHTO LRFD-12Ĭrack width check as per clause 5.7.3.4 of AASHTO LRFD-07 When the negative moment is checked, the spacing of top reinforcements will be used. ![]() When the positive moment is checked, the spacing of bottom reinforcements will be used. The spacing of Longitudinal reinforcement entered from Section Manager>Reinforcements shall be used as the applied spacing of tensile reinforcement. S_use: Spacing of steel reinforcement provided By means of the MIDAS Civil, the spatial link model for the whole bridge of the bridge. Resources are pulled or cloned from the server to the client, and stored on the client side in a SQLite database. MIDAS Desktop uses terminology similar to Git. It allows both anonymous and authenticated access to the data on Web API-enabled MIDAS servers. All the values of this set will be displayed.įT: Combined Stress due to bending moment about major axis (My) and axial force at Top fiberįB: Combined Stress due to bending moment about major axis (My) and axial force at Bottom fiberįss: Tensile stress in steel reinforcement at service limit state Find, read and cite all the research you need on ResearchGate. MIDAS Desktop is a GUI application for synchronizing with a MIDAS server. So as per above example, maximum stress value is 48, so it is displayed under FMAX, and it is from Fx-MIN set so under Type, Fx-MIN is displayed. ![]() The set that results in maximum stress value FT, FB, FTL, FBL, FTR, FBR is displayed under 'Type' and the maximum stress value is displayed under FMAX. and MIN value, the program computes FT, FB, FTL, FBL, FTR, FBR for all these twelve sets.įor example: FT when Fx due to moving load is maximum is 30 N/mm2 and so on. In order to consider the concurrent member forces, namely, Fx, Fy, Fz, Mx, My and Mz each having its MAX. If they are not defined then this field is left blank(-)īy default, member forces due to moving load case or settlement load case are not concurrent. Type: Displays the set of member forces corresponding to moving load case or settlement load case for which the maximum stresses are produced. Top/Bottom: At top of element, at bottom of element Part: Check location (I-End, J-End) of each element Crack width check as per clause 5.7.3.4 of AASHTO LRFD-12 ![]()
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