Week 2 Challenge

Question 1.

1.

• Open the STAAD pro sofware ,
• Type project name and select metric >create.
• Create the model in the STAAD pro >Column
• Go to properties> Define parameters,
• Assign circular shape column,
• Radius of the circular column is shown
• 

2.

• To assign unit system in the STAAD pro
• Go to file menu and then settings
• Open the structural settings
• Change the dimensions as required,

3.

• To create the parameter of the design by bay frame
• By clicking on the structural wizard option
• Click on the frame model option
• Click on the bay frame option
• Enter the parameters like length, breadth, height, and the bay frame length, breadth and height
• 

4.

• For the steel codal provision IS 800, IS 800:200, IS800:2000 WSD, IS801
• For concrete the codal provisions are the IS456 AND IS13920 For the seismic design.

5.

• Go to the design option
• Click on the defined parameters
• In the design parameter the FC Compressive strength of the RCC section is given as 40000 KNm

Question 2.

1.

1. GEOMETRY: The node location and the node spacing are given
2. PROPERTIES: Specify the sectional properties of the section
3. MATERIALS: Specify the properties of the material
4. SPECIFICATIONS: Specifications are given
5. SUPPORT: The end support are given
6. LOADING: Need to provide the loading pattern and the loading combination
7. ANALYSIS: Need to analyze the model and all the input specifications are given
8. DESIGN: Finally design is to be done

2.

• In STAAD support displacement loads cannot be applied to such models when the fixed type of support is specified
• For the ENFORCED BUT type there is no provision to specify a spring constant.
• The only choices which are built into the program are zero stiffness

3.

• Before analysis the model the load pattern and the load combination are to be provided in the model
• Then go to the analysis option
• Define command
• Select the data for the analysis of the model by perform analysis P delta analysis , Non linear analysis.
• It depends upon the support condition.

4.

• Creating model by node by node,
• Creating model by Bay Frame work.

5.

• By entering the post-processing process, click ok
• By clicking on the beam results deflection command,
• Reaction click the beam deflection.

PRACTICAL

AIM:

To draw

a. A Simply supported beam with two point loads symmetrically placed
b. Span L = 20m
c. Load P = 50kN each
d. Both P located at 5m from each support

REACTIONS

BMD AND SFD

B.Fixed Beam
a. Span L = 16m
b. Uniformly Distributed Load w=9kN/m.

LOADING 9 KN/M

REACTIONS

BMD AND SFD DIAGRAMS