To be submitted on or before the end of the class schedule in pdf format through workout submission tab. Note: A, B and

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To Be Submitted On Or Before The End Of The Class Schedule In Pdf Format Through Workout Submission Tab Note A B And 1 (290.42 KiB) Viewed 14 times

To be submitted on or before the end of the class schedule in pdf format through workout submission tab. Note: A, B and C are the last 3 digits of your student number. ex. Student number 2004110962 "A" = 9, "B" = 6, "C" = 2 "A" X (mm) 40 1-2 3-4 43 5-6 45 7-8 48 9-0 50 I.. "B" 1-2 3-4 5-6 7-8 9-0 Nr (no. of bolts) 3 4 5 6 7 "C" 1-2 3-4 5-6 7-8 9-0 1. calculate the capacity of the shear connection below. A36 Plate: Fyp = 248 MPa, Fup = 400 MPa. A992 Beam: Fyb = 345 MPa, Fub = 450 MPa. Fexx weld = 480 MPa. twb = 10.92 mm 13 X, X 6 ºD 6 tp (mm) 10 12 14 16 18 nr-200 A325 -N-SSLT Bolts spaced @ 60mm tp thk A36 Plate W24X62 A992 Beam