NOTE: All solutions must include neat calculations, units at every step of the calculations, and a boxed answer. Round up the numbers/ calcs ( to be used in tables)-Do NOT interpolate Use LRFD for all calculations. If you used tables, you need to refer the Tables- number/case. The numbers of your calculations are expected to be correct as it is a take-home test. The take home test is your own and individual work. Do NOT contact anyone or online sources to get help for the Take Home test (see Integrity policy in Syllabus). 1) How many 1-in A325 in standard-size holes (bolts) with threads excluded from the shear plane are required for the bearing-type connection shown in figure for the brace connection at A? Given: Two / in plates (used as bracing) are connected to a " gusset plate. The plates are A36 steel (Fy=36 ksi) with a minimum tensile strength of 58 ksi (Fu). Assume a 1.25" edge distance and a bolt spacing of 3" and Pu=345 k. -- car www. 09. *ww. Sunset Plate) Connection at A NOTE: All solutions must include neat calculations, units at every step of the calculations, and a boxed answer. Round up the numbers/ calcs ( to be used in tables)-Do NOT interpolate Use LRFD for all calculations. If you used tables, you need to refer the Tables- number/case. The numbers of your calculations are expected to be correct as it is a take-home test. The take home test is your own and individual work. Do NOT contact anyone or online sources to get help for the Take Home test (see Integrity policy in Syllabus). 1) How many 1-in A325 in standard-size holes (bolts) with threads excluded from the shear plane are required for the bearing-type connection shown in figure for the brace connection at A? Given: Two / in plates (used as bracing) are connected to a " gusset plate. The plates are A36 steel (Fy=36 ksi) with a minimum tensile strength of 58 ksi (Fu). Assume a 1.25" edge distance and a bolt spacing of 3" and Pu=345 k. -- car www. 09. *ww. Sunset Plate) Connection at A