Iiiiinmnuinununii

Lmr1

fi

(

Rb, 1 \-i-''v'Rcr Rb/ '"Q

fk

vf

\

)

1

1 1

\

Fig. 5.5. Determination of the capacity design shear force in beams

As the moments and shears on the right-hand side of equation (D5.13b) are positive, the outcome may be positive or negative. If it is positive, the shear at section* will not change the sense of action despite the cyclic nature of the seismic loading; if it is negative, the shear does change sense. As described in detail in Section 5.7.6, the ratio 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