I am evaluating some 70 year old wood trusses that span 60 feet and are spaced 20 ft. top and bottom chords are 10" x 10". Tension splice in bottom chord consists of 1/2" steel plates with 1" lugs (one lug per plate on each side of joint). The design tensile force is 55000 lbs. In addition to...
I am evaluating some 70 year old wood trusses that span 60 feet and are spaced 20 ft. top and bottom chords are 10" x 10". Tension splice in bottom chord consists of 1/2" steel plates with 1" lugs (one lug per plate on each side of joint). The design tensile force is 55000 lbs. In addition to...