Step by step to design for steel area with bending and moment redistribution in doubly reinforced beam + sheer stirrups spacing and according to sagging/hogging moment.

Looking for a professional in civil engineering to design a cheatsheet as a guide on how to answer questions in exam that is an fully open book exam and can be brought into exam hall.

 

1) Beams

a) Step by step to design for steel area with bending and moment redistribution in singly reinforced beam + sheer stirrups spacing and according to sagging/hogging moment.

b) Step by step to design for steel area with bending and moment redistribution in doubly reinforced beam + sheer stirrups spacing and according to sagging/hogging moment.

c)  Step by step to design for steel area with bending and moment redistribution in flanged beam +sheer stirrups spacing and according to sagging/hogging moment.

 

ALL should design for shear reinforcement and check for deflection.

 

2) Slabs

Step-by-step slab design procedure

a)One way slab

– Choice of slab thickness

– Analysis -> moment and shear

– Flexure design -> Main tension steel

– Check deflection- Other considerations( shear ULS, control of cracking)

– Reinforcement detailing (Very important)

(b) Two way slab (simply supported & reinforced)

-Choice of slab thickness

– Analysis -> moment and shear

– Flexure design -> Main tension steel

– Check deflection

– Other considerations( shear ULS, control of cracking)

–  Reinforcement detailing (Very important)

 

3) Columns (seperate into axially loaded and biaxially loaded)

a) calculate ultimate axial force and moment in one of the columns

b) Design reinforcement and draw part elevation

c) Step by step guide to construct an interaction diagram for column section with bending about major axis. (assume a % of longitudinal reinforcement and a d/h)

 

 

4) Footings

Step-by-step design for

a) Axially loaded pad footings

b) Eccentrically loaded Pad footings

c) Eccentric footings

– Please include design pressure, tension reinforcement for bending (ULS), check shear resistances(punching shear), reinforcement details.

 

Other than clear step-by-step guides, please also add in ONE example for each of the cases.

ALL HAVE TO BE DEISGNED ACCORDING TO EUROCODE 2.

ALSO, add any design tables accordingly