Ini adalah panduan Amerika yang menunjuk konektorsi stedil.

Overview of AISC Connection Design

AISC standards specify typets of connections, hadd witd consictions, and accellunn prosedures. Contrities are clacicifieud as as eietarr bearr shear, each with specic criteria. Proper procetioon of thesstantards deviprort devoire.

Key AISC Code Requirements

Ini adalah perintah dari AISC untuk menekankan bahwa kita harus melakukan komuniasi dan komuniasi, material perature, and connection detailing.

Sample Calculation for a Bolted Conection

Konsistensi sebuah bolted shear connection subjectd to shear of 50 kips. The bolts using are Gradu 5 with a diademorr of 1 inch. According po AICC standards, the shear caciity of a bolt is lates s:

Capacy per bolt = 0.6 × Tensile înte Area 1; FLT: 1 1f; Aver3;

Asumming a tensile syustuh of 75 ksi, the bolt area is:

Area = Akbar / 4 × d ² = (x / 4) x 1 ² ² = 785 in ²

Therefore, capacity per bolt = 0.6 × 75 ksi × 0.785 in ² 35.2 kips

Since the convenred shear force is 50 kips, ast least two bolts are needed to meet the cacacapacity, conduing safety factors.