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1. Aim:- create a 3D isometric view of the building with plan and elevation Commands Used:- Line Rectangle Boundry Extrude Move Copy Substract Surface Procedure:- Open autocad Type UN in the command prompt and specify the units as engineering and precision as 0'-0" Type Limits and specify the lower and upper…
Shashank Kumar
updated on 29 Nov 2020
1. Aim:- create a 3D isometric view of the building with plan and elevation
Commands Used:-
Procedure:-
Result:-
The following drawing is obtained as plan
2. Aim:- Create a 3D view of building facade of plan and elevation with window details
Commands Used:-
Procedure:-
Detail of window
Result
3. Aim:- Create a 3D isometric view of staircase with railing as shown in plan and elevation
Commands used:-
Procedure:-
Result:
4. Aim:- Create 3D view of wall and spread footing and assume all the other dimensions
Commands used:-
Procedure:-
Result
The following pattern is obtained
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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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