Sirs
Can anybody suggest any reference for bond stress as per ACI-318..
i want to calculate the bond strength of anchors is tension. Since I don't have any America code reference, I am using BS8110-1 Clause 3.12.8.4.
ultimate Bond stress, Fbu = β Sqrt(Fcu).
We are using 4000psi Concrete...
Gentleman
We are designing a self supporting lattice triangular tower made up of 60 degree angles to support tale-communication antennas. However the 60 degree angle we are using is not hot rolled sections, But we are making 60 degree angle by bending the 90 degree angles to 60 degrees...
Sir
I have designed a tower with ASTM 572 Gr 50 Material with ASCE-10-97 (AMERICAN) Code. But now I don't have ASTM 572 Gr 50 material and I need the structures urgently.
Therefore I am proposing to use JIS SS540 material, as the mechanical properties used in design of the proposed material is...
Sirs
As in my earlier Quarry i requested you to advice regarding the unequal stress distribution because of one continues and one discontinues anlage in the same pair of double angles in a cross bracing.
I tried to find out the difference in stress considering the simple theory of equilibrium...
Sir
I have used a double angle back to back cross bracing connection in a transmission tower. In the structural detailing we make two members
(one for each group) continues and other one discontinues.
Now my consultant say "if you provide one continues and one discontinues in same compound...
