Dear All
Does anyone has experience or suggestion on connection of hollow prestressed concrete spun piles subject to tension with their pile caps.
Our large spanning warehouse with strong wind resulting in net uplift force in these PHC piles say 20-30 kips per pile.Problem to us is...
Could anyone give me the light to the background of limitation of 200 for col. slenderness. could we design column such as T-shaped frame with small load on top of its with slender over 200.?
Does anyone know sources or information in predicting capacity such kind of this slender column.
Thanks
Does anyone has suggestions and checkpoints for concrete slab and rebar under fire.
I have participate in assesment of this slab for warehouse which damaged by fire( more than 4 hrs). This warehouse use for chemical raw material stocking. After fire the superstructure was demolished, but we...
I have problem with leakage in Raw water pond lining with 1mm.HDPE SHEETwith welding joint type. My pond was 90 m. by 45 m.water level is 3.5 m. The water level is lower 1.2 mm./hour which is 2.88 cm/day. My point is we cannt find the criteria that this is accepatble for such kind of this...
Could anyone has idea about using prestress wires in PC. pile to transfer tension in pier. My colleague in office say that in case of piles subjected to tension due to wind such as in PEB building were penetrated too short and dowel have to cut out to reach design pile top level, we can...
I've been modeling 3-d FEM by using shell element for slab and connected to beam, the result of shear and bending even load tranfer to beam( by results of shear )is quite difference from conventional method from ACI. They give me with less moment in beam compare to ACI method.
Could anyone...
