Provide a Total Bolt Length of 900 mm CASE 2: TENSION LOADING Consider tension load on base due to load reversal Max. Tension = Max. Compression Tensile force, Ft = Nult = Table 34
The torque is then resisted by the couple between anchors. Max Torque formula at lock up taken as T HP5252/RMP, where HPhorsepower and RMP is the motor speed. Pb = Nult/L*B = Steel Designers' Manual, 6th Edition (2003)īearing Strength of concrete (allowable), fp = 0.6 x fcK= Pb (actual) 100mm = T Dewolf. (2003) Anchor Bolt Design Spreadsheet PIP STE05121 Revision 0a, April 2003 January 2003 Company Tecnoconsult Project FCCUS WET GAS SCRUBBERS Project 100.4000. Typically designing for the force generated by the pump in a lock up situation is how I will design the anchorage with no additional information. CALCULATIONS TOWER BASE CONNECTION Check base plate and bolts supplied by Tower manufacturer considering typical pedestal with maximum reaction loadsħ00x700 base plate 900x900x300 column plinth pile cap Anchor boltĭesign strength (thickness ≤ 40 mm), py =Īt ULS with Factor of Safety, FS = Axial Load, Nult = N*FSīearing Pressures Check base plate dimensions: 700 mm x 700 mm Length, L =
0 kommentar(er)
