9. A beam to column connection has dead load of 18 kips and live load of 23 kips. If 3/4" diameter, A325 bolts are used

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9 A Beam To Column Connection Has Dead Load Of 18 Kips And Live Load Of 23 Kips If 3 4 Diameter A325 Bolts Are Used 1 (37.63 KiB) Viewed 10 times

9. A beam to column connection has dead load of 18 kips and live load of 23 kips. If 3/4" diameter, A325 bolts are used in single shear, how many bolts will be required? Use the bolt value table supplied under Announcements in the Arch 42 Canvas class shell. (5 pts.) 10. A beam to column connection has dead load of 18 kips and live load of 23 kips. If a 1/4" fillet weld with an E70XX electrode is used, how long of a weld will be required? Round up to the nearest whole inch. Use the weld value table supplied under Announcements in the Arch 42 Canvas class shell. (5 pts.) 11. For a W21X50 steel section, explain what each term in the name stands for. Be VERY specific and include units if applicable. Missing units will result in no credit for that term. (4 pts. + 3 pts. + 3 pts. = 10 pts. total) W stands for 21 stands for 50 stands for