Check shear capacity for general case

In mid span use H10 in 2 legs @ 300 mm cc (Asw / s — 0.52)

= Asw / sre,d / m width — 1.48 and an allowable ^Edz — 1.60 MPa <Concise EC2 Fig. 15.1b>

= 1.60 x 350 x 0.90 x 687 — VEd — 346 kN From analysis, VEd — 346.2 kN occurs at:

(1098 - 346 - 1.25 x 88.7 - 1.5 x 138.7) / 157.1 — 2755 mm from BA, (794 - 346) / 157.1 — 2850 mm from BC and (499 - 346) / 157.1 — 970 mm from C

Greener Homes for You

Greener Homes for You

Get All The Support And Guidance You Need To Be A Success At Living Green. This Book Is One Of The Most Valuable Resources In The World When It Comes To Great Tips on Buying, Designing and Building an Eco-friendly Home.

Get My Free Ebook


Post a comment