I try to design a steel truss connection using gusset plate welded to truss chord. The diagonal tension member and vertical compression member will be welded to gusset plate. Please see attached sketch Detail Option 1. I am thinking to extend the vertical member to the face of chord and also...
I will design a simple support beam to support linear load. In stock W24x84 beam will be used. The moment and deflection are overstressed (limit). The beam shear capacity is adequate. I will add double angles to form a built up section like truss in order to increase section modulus and section...
I will design a steel arch structural member. The arch will be about 80ft span with 20ft high in the span center (less than a semicircle). It is a two hinges arch. The arch member section will be four (4) faces (about 36" high x24" width), leg and bracing members will be structural Tube.
This...
I will install threaded anchor bolts (1” diameter F1554 55, post installation) and try to use Sikadur 32, Hi-mod epoxy grout. I am unable to find the following information on the Sika Corporation web site.
1. What size of hole for 1” anchor rod?
2. Does Sikadur 32, Hi-mod have Freeze Thaw...
