DESIGN AND ANALYSIS OF STADIUM GALLERY USING STAAD PRO SOFTWARE

By,

T.N.DEIVAVINODHAN,

V.A.G.GOPINATH,

P.PARTHA SARATHI,

A.SUGANYA.

GUIDED BY,

P.MAHADEVAN. ASSISTANT PROFESSOR.

Aim and scope of the project:

1. To conduct different level

competition within college, school

premises.

2. Students must actively participate in

sports events.

3. It should accommodate large

spectators to view.

STAAD Pro:

• Structural Analysis And Design Program

• Analysis of the structure through staad.

• Aquire the various design values for the structure

• Requires less duration to analysis and design.

• More accuracy based on the values Feed to the

computer.

Method of design:

• Limit state method of design

• The values of loadings were calculated as per

practical considerations for a unit area of

structure and it is multiplied over the entire

structure.

• The design is carried out satisfying the codal

requirements without fail over the entire

structure.

Codes used:

• I. IS 875 (part 1) 1987 CODE OF PRACTICE FOR DEAD LOADS.

• II. IS 875 (part 2) 1987 CODE OF PRACTICE FOR IMPOSED

LOADS.

• III. IS 875 (part 3) 1987 CODE OF PRACTICE FOR WIND LOADS.

• IV. IS 456: 2000 PLAIN & R.C.C CODE OF PRACTICE.

• V. IS 800: 2007 STEEL CODE OF PRACTICE.

Types of loadings over the structure:

Dead loadself weight of the structure + specific unit weight of the materials

used in structure

Live loadweight of the spectators + other equipments,

machineries+etc.,

Wind loadDynamic load acting over the structure.

3d model of the gallery through the staad pro.

Center line diagram of the structure:

Span :45*9*6m

SBC of soil:200kN/m(assumed)

Dead load

Wind load

Live load

purlin

Wall

Members assigned to the steel structure:

Slab design:

Slab load

Slab load

Isolated footing

Footing design:

THANK YOU..