Computer aided analysis and design of multi-storeyed buildings

7.6 C O L U M N N O. 2050 D E S I G N R E S U L T S 
M30 Fe415 (Main) Fe415 (Sec.) 
LENGTH: 3300.0 mm CROSS SECTION: 500.0 mm X 500.0 mm COVER: 40.0 mm 
** GUIDING LOAD CASE: 7 END JOINT: 460 SHORT COLUMN 
REQD. STEEL AREA : 2510.85 Sq.mm. 
MAIN REINFORCEMENT: Provide 8 - 20 dia. (1.01%, 2513.27 Sq.mm.) 
(Equally distributed) 
TIE REINFORCEMENT: Provide 8 mm dia. rectangular ties @ 300 mm c/c 
SECTION CAPACITY (KNS-MET) 
-------------------------------------------------------------------------- 
Puz : 4122.60 Muz1 : 213.09 Muy1 : 213.09 
INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000) 
49

---

 
 
CHAPTER 8 
POST PROCESSING MODE
50

---

POST PROCESSING MODE 
 
 
 
Fig 8.1: post processing mode in STAAD.Pro 
Fig 8.2: bending in Z 
51

---

The stress at any point of any member can be found out in this mode. The figure below 
depicts a particular case. 
Fig 8.3: shear stress at any section 
Fig 8.4: graph for shear force and bending moment for a beam 
52

---

The above figure shows that the bending moment and the shear force can be studied from the 
graphs generated by STAAD.Pro. The whole structure is shown in the screen and we may 
select any member and at the right side we will get the BMD and SFD for that member. The 
above figure shows the diagrams for member beam 1402. 
Fig 8.5: graph for shear force and bending moment for a column 
53

---