design and analysis of stadium using staad pro

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..