Hi all,
I have a question regarding anchor bolt design for pier foundation.
Structure has 4 square piers sitting on 11' square mat foundation. I am checking the existing anchor bolts of 1'-6" typical square pier foundation for tensile load of 70 kips and shear force of 4 kips in both...
Hello all,
I am trying to design base plate for single leg angle connected by fillet weld all around. Can anyone help/guide me with designing the base plate for single leg angle.
I tried to follow AISC DG 1, but it seems like that is specific for W-beams.
Any help will be greatly...
I am modeling a tower using hot rolled single angle members, the members are drawn from center to center without considering any offsets. Modeled leg members as beam type and X braces as either HBrace or VBrace type members. Given design list as single angle for all the members. Also, considered...
