[PSAD] Steel Design: Steel Connections | Example Situation 1 | CE Blocks

In this video, CE Blocks breaks down a problem under Steel Connections, an essential topic in Civil Engineering included in Principles of Structural Analysis and Design, a part of the Civil Engineering Licensure Examination. Situation: The butt connection shows 8-22 mm-Φ bolts with the following details: – s1 = 40 mm, s2 = 80 mm, s3 = 50 mm, s4 = 100 mm – Thickness of plates (top & bottom): t1 ‎ = 12 mm – Thickness of middle plate: t2 = 16 mm – Yield Strength: Fy = 248 MPa – Ultimate Strength: Fu = 400 MPa – Allowable tensile strength on gross area: 0.6Fy – Allowable tensile strength on net area: 0.5Fu – Bearing stress on projected area: fp = 1.5Fu – Allowable bolt shear stress: Fv = 120 MPa Find the allowable tensile load, in kN, based on: 1. Tension on the gross area of the plate 2. Tension on the net area of the plate assuming the hole diameter is 3 mm more than the bolt diameter 3. Bolt shear 4. Bearing on the projected area on plate Subscribe and click the bell to “All” to be notified for CE Blocks’ future uploads! About CE Blocks: CE Blocks is created by a Registered Civil Engineer in the Philippines who has a goal of making high-quality education accessible to Filipinos, especially to future RCEs. On this channel, you will (for now) find videos related to Civil Engineering Licensure Examination problems. Subscribe and click the bell to "All" for my future uploads, and to help me grow! Thank you for watching! 🫶 Facebook:   / ceblocks   TikTok:   / ceblocks   #civilengineering #steel #connections #cele #psad #ceblocks