Design bending reinforcement » Full Grade
Assignment Instructions
Save your time - order a paper!
Get your paper written from scratch within the tight deadline. Our service is a reliable solution to all your troubles. Place an order on any task and we will take care of it. You won’t have to worry about the quality and deadlines
Order Paper NowAssignment ID: FG133140712
Question:
A reinforced concrete slab has to be designed for an entrance porch to a hotel (C3 category). The slab should be supported over two load bearing concrete walls as shown in Figure 2 and Figure 5. Thickness of the slab is 230 mm. To design the slab, the following design data are given.
Concrete class: B30
Exposure class: XC3
Design life: 50 year
Steel type: B500NC
Density of concrete: 25 kN//m3
a) Calculate the design bending moments (Mu) at support A and at span All at the Ultimate Limit State.
b) Design bending reinforcement (i.e. calculate the required steel area, spacing between ban and check for minimum reinforcement) at “support A” and at “span AR” using bar size: 12 mm bar diameter for principal reinforcement and 10 mm bar diameter for transverse reinforcement.
Looking for a Similar Assignment? Let us take care of your classwork while you enjoy your free time! All papers are written from scratch and are 100% Original. Try us today! Use Code FREE15
Chat with us on Whatsapp