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Aim:- To create a 3D furniture element Commands used: Line offset Trim Boundry command Procedure Open the autocad Type UN in the command prompt Select the Engineering and preciion to 0'0" Type limits and specify the lower and upper limits z enter a enter Select the 3D modelling Type 2'6" in the command prompt…
Shashank Kumar
updated on 29 Nov 2020
Aim:- To create a 3D furniture element
Commands used:
Procedure
Result:-
The following result is obtained.
2. Aim:- Create a 3D model of isolated footing
Commands used:
Procudure:-
Result
The following 3D image is obtained
3. Aim:- Create 3D view of AASTHO type girder
Commands Used:-
Procedure:-
Result:-
4. Aim:- Create a drop column in section and as well as in isometric view
Command used
Procedure
5. Aim:- Create the 3D model of wall
Command used:-
Procedure
Result:-
The wall is obtained as shown in figure
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Project 1_Factors influencing the Dynamic characteristics of a building
1. Factors influencing the Natural Period of a building: Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods? Increase in the column size increases both stiffness and mass…
20 Dec 2020 07:09 AM IST
ETABS_Fundamentals of Structural Dynamics_Week 3
Question 1: A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. The fundamental period of vibration (T1 = 2 seconds) and…
13 Dec 2020 03:08 PM IST
ETABS_Fundamentals of Structural Dynamics_ Week 2
1. Compute lateral stiffness of the one story frame with an intermediate realistic stiffness of the beam. The system has 3 DOFs as shown. Assume L = 2h and Elb = Elc ANS:- Question 2: For the following structures: Determine the number of degrees-of-freedom for dynamic analysis Establish the…
13 Dec 2020 06:13 AM IST
ETABS_ Identification of Cracks due to Seismic forces_Week 1
1. What is the mode of failure or damage of the beams in figure above? Would you characterize the case as damage or as failure? Are the damages repairable? Elaborate Failure, with concrete crushing and bar buckling at bottom flange next to the column Flexural damage is mostly associated with cracking and spalling…
06 Dec 2020 01:40 PM IST
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