Can somebody show me how to identify the following members (highlight them if needed, I truly need to know) ? AD AE AF BD CF DE EF 60 140 mm

Determine the IBC minimum required nailing for the following connections.Search IBC Table 2304.9.1 Fastener ScheduleGive nail size, type, and required number. In the following form (example for a)a. Joist to sill or girder, toenailb. Bridging to joist, toenail each endc. Sole plate to joist or blocking, face naild. Top plate to stud, end naile. Stud to sole plate, toenailf. Double studs, face nailg. Doubled top plates, face nailh. Top plates, laps, and intersections; face naili. Ceiling joists to plate, toenailj. Continuous header to stud, toenailk. Ceiling joists to parallel rafters, face naill. Rafter to plate, toenail

7 GC32.p I x 106 notes 6 ASC b 06 notes 6 ASD GA Plate PL3/8"> G mccormac nels Facebook e.google.com/file/d/1Ry7imwGZ0HpuPvjaRolGNulyuu9bld19/view CENG324GC32 Principles of Design Sopen with utation Plate No. 7 Tension Member - Welded Connection Problem 1 A Plate PL3/8"x6" is welded to a gusset plate as shown in Figure 1. The A36 steel has a yield stress of Fy = 36 Ksi and an ultimate tensile stress Fu = 58 ksi. Assume Ae = Ag compute the allowable strength of the plate using Allowable Stress Design. PL x 6 Page 7 2 Pr へ

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