Part 1 - Tension Member, Steel Connection (2001 & 2015 NSCP)

Part 2:    • Part 2 - Tension Member, Steel Connection ...   CONCEPT IN THIS VIDEO Given some data of a slip-critical tension connection, how do we solve for the safe live load Using the 2001 and 2015 NSCP? Other concepts discussed: Gross area yielding Net area rapture Block shear (shear rapture) ---------------------------------------------- Enroll in GERTC Review Lite:    / @gillesaniaengineeringvideos   Learn about GERTC Review Lite here:    • GERTC Review Lite! Review for the CE Board...   FOLLOW US ON FACEBOOK! Gillesania Engineering Videos on Facebook:   / gillesaniaengineeringvideos   GERTC Review Center:   / gillesaniareviewcenter   OFFICIAL ENGINEERING REVIEW BOOKS SHOP Official Website: https://www.gertcrev.com/shop Facebook:   / ditgillesaniabooks  

Part 2 - Tension Member, Steel Connection (2001 & 2015 NSCP)
▶︎

Part 2 - Tension Member, Steel Connection (2001 & 2015 NSCP)

Biaxial Footing Design | Principles, Calculations, and Reinforcement
▶︎

Biaxial Footing Design | Principles, Calculations, and Reinforcement

STEEL 3   SHEAR LAG FACTOR (NSCP 2015)
▶︎

STEEL 3 SHEAR LAG FACTOR (NSCP 2015)

ECCENTRIC BOLTED CONNECTION | STEEL DESIGN using the CANON - 78SGA (Caltech) | DE LA CRUZ TUTORIAL
▶︎

ECCENTRIC BOLTED CONNECTION | STEEL DESIGN using the CANON - 78SGA (Caltech) | DE LA CRUZ TUTORIAL

René Springer counters all heckling! - AfD Parliamentary Group in the German Bundestag
▶︎

René Springer counters all heckling! - AfD Parliamentary Group in the German Bundestag

PART 1: Design/Analysis of Footings - Gross and Net Soil Pressure (REINFORCED CONCRETE)
▶︎

PART 1: Design/Analysis of Footings - Gross and Net Soil Pressure (REINFORCED CONCRETE)

BREAKING: Volkswagen is falling apart! 100,000 JOBS GONE!
▶︎

BREAKING: Volkswagen is falling apart! 100,000 JOBS GONE!

Steel Design Chapter 3 Staggered Connections Problem 1 (PH)
▶︎

Steel Design Chapter 3 Staggered Connections Problem 1 (PH)

C Purlins and Z Purlins - The Ultimate Guide to Choosing the Right One
▶︎

C Purlins and Z Purlins - The Ultimate Guide to Choosing the Right One

NSCP 2015 (ASD & LRFD) - STEEL DESIGN (Tension Member - part 1)
▶︎

NSCP 2015 (ASD & LRFD) - STEEL DESIGN (Tension Member - part 1)

Steel Design Chapter 3 Block Shear Strength Problem 1 (PH)
▶︎

Steel Design Chapter 3 Block Shear Strength Problem 1 (PH)

How to calculate absolute maximum moment or shear under series loading
▶︎

How to calculate absolute maximum moment or shear under series loading

PSAD May 2015 CE Board Exam: Welded Connections
▶︎

PSAD May 2015 CE Board Exam: Welded Connections

Bond Development Length, Hooks, and Lap Splicing Explained | Part 1 | NSCP/ACI Reinforcement Design
▶︎

Bond Development Length, Hooks, and Lap Splicing Explained | Part 1 | NSCP/ACI Reinforcement Design

Solutions to CE Problems that Engineering Board Takers Commonly Get Wrong! (Strength of Materials)
▶︎

Solutions to CE Problems that Engineering Board Takers Commonly Get Wrong! (Strength of Materials)

Steel Design: Analysis of Tension Members: Overview (NSCP 2015)
▶︎

Steel Design: Analysis of Tension Members: Overview (NSCP 2015)

Steel Design Chapter 3 Simple Connections Problem 1 (PH)
▶︎

Steel Design Chapter 3 Simple Connections Problem 1 (PH)

Solved Problems in Steel Design - Compression Members - Part 001
▶︎

Solved Problems in Steel Design - Compression Members - Part 001

2019-November CELE PSAD (Sit. 10)
▶︎

2019-November CELE PSAD (Sit. 10)

Solved Problems in Steel Design - Tension Members Part 001
▶︎

Solved Problems in Steel Design - Tension Members Part 001