Project 2

Q1]

AIM: -

Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition

1. Prepare a Design Basis Report for the project
2. Create structural model using STAAD Pro Connect Edition
3. Prepare DL, LL, WL and EQL load calculations as per IS 875 standards
4. Design using MS – Excel
   1. Steel column
   2. Rafter
   3. Base plate
   4. Z- purlin
5. Design Foundations using STAAD Foundation.
6. Attach necessary sketches and drawings wherever required.

PROCEDURE: -

Given Data

Width	30m
Length	50m
Eave Height	9m
Bay spacing	6m
Soil type	Medium
Safe Bearing Capacity	200 kN/m2
Roof slope	1 in 12

Geometry:

 

Properties:

Material:

Specifications:

Supports:

LOADING:

Dead Load

Live Load

Earth-quake Load

WIND LOAD:

ANALYSIS AND DESIGN:

BEAM RESULTS

STAAD FOUNDATION

DESIGN OF COLUMN

DESIGN OF BASE PLATE

DESIGN OF RAFTER

DESIGN OF Z-PURLIN

RESULT: -

Designed a Warehouse Building located in Chennai using STAAD Pro Connect Edition

1. Prepared a Design Basis Report for the project
2. Created structural model using STAAD Pro Connect Edition
3. Prepared DL, LL, WL and EQL load calculations as per IS 875 standards
4. Designed using MS – Excel
   1. Steel column
   2. Rafter
   3. Base plate
   4. Z- purlin
5. Designed Foundations using STAAD Foundation.
6. Attached necessary sketches and drawings wherever required.

 Q2]

AIM: -

Design a simply supported gantry girder to carry electric overhead travelling crane

PROCEDURE: -

Given Data

Span of gantry girder = 7 m

Span of crane girder = 9 m 

Crane capacity = 250 kN 

Self-weight of trolley, hook, electric motor etc. = 40 kN 

Self-weight of crane girder excluding trolley = 100 kN 

Minimum hook approach = 1.0 m 

Distance between wheels = 3 m 

Self-weight of rails = 0.2 kN/m

RESULT: -

Designed a simply supported gantry girder to carry electric overhead travelling crane.