In practice, is it possible to weld two pieces of solid section (Fy=360 MPa) 250x150 mm. together on site ? If yes, is there special care for this case?
Thank you in advance.
There is a design method for anchorage to Concrete in ACI318/02. However, it is only mechanical anchorage.
Does anybody know where is for chemical anchorage?.
What I have ever used is only 0.5 of capacity from mechanical anchorage.
Thank you in advance.
There is a design method for anchorage to Concrete in ACI318/02. However, it is only mechanical anchorage.
Does anybody know where is for chemical anchorage?.
What I have ever used is only 0.5 of capacity from mechanical anchorage.
Thank you in advance.
I have a question about shear friction in precast segmental bridge (with external post-tension).
My question is if I have checked shear strength by shear friction at the joint of precast segment with shear key. Is it neccessary to check shear strength by modified compression field...
What are advantage and disadvantage if I want to analyze plan (slab-beam-column) by grid or space structures and reduce the torsional stiffness of beam instead of manual transfer load from secondary beam to primary beam.
Thanks.
According to Modified Compressiong Field Theory , the shear capacity of RC. upon the cracked angle (theta) . So my question is how can I know the correct cracked angle?
