netsonicyxf
Structural
- Feb 19, 2010
- 53
I get reaction from dead load is 9406+1663 kN, max reaction from moving load is 846 kN. The load factor 1.2 for dead load and 1.4 for live load.
The max reaction shall be 1.2*(9406+1663)+1.4*864=14492 kN.
In CSiBrdge 23.3, the reaction from Envelope Comb is 11287 kN, while that in Linear Add Comb is 14492 kN.
According to CSiBridge user manual:
The max reaction shall be 1.2*(9406+1663)+1.4*864=14492 kN.
In CSiBrdge 23.3, the reaction from Envelope Comb is 11287 kN, while that in Linear Add Comb is 14492 kN.
According to CSiBridge user manual:
Envelope. A max/min Envelope of the defined load cases is evaluatedfor each frame output segment and object joint. The load casesthat give the maximum and minimum components are used for this combo. Therefore the load Combo holds two values for each outputsegment and joint. The Combo Type can be used for moving loads and any load case wherethe load producing the maximum or minimum force/stress is required.