Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Design of Roof Frame

Force in chords = = 10,860KN i.e top chordl0,860 compression bottom chord 10,860 tension [Pg.627]

With the precast slab top flange is fully restrained Ag = -f - takePj = 410N/mm [Pg.627]

Design of bottom of chord Direct load = 10,800 tension [Pg.627]

See other pages where Design of Roof Frame is mentioned: [Pg.626]

SEARCH

Frame design

Roofing

Roofs