This paper is published in Volume-4, Issue-2, 2018
Area
Structures
Author
M Poorna Chaitanya, Raja Rao Bole
Org/Univ
CMR College of Engineering and Technology, Hyderabad, Telangana, India
Pub. Date
01 May, 2018
Paper ID
V4I2-1579
Publisher
Keywords
Analysis sequence, Structural Analysis, Numerical Computation, Design System.

Citationsacebook

IEEE
M Poorna Chaitanya, Raja Rao Bole. Manual analysis of VILLA and Comparison of result with STADD-PRO analysis, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
M Poorna Chaitanya, Raja Rao Bole (2018). Manual analysis of VILLA and Comparison of result with STADD-PRO analysis. International Journal of Advance Research, Ideas and Innovations in Technology, 4(2) www.IJARIIT.com.

MLA
M Poorna Chaitanya, Raja Rao Bole. "Manual analysis of VILLA and Comparison of result with STADD-PRO analysis." International Journal of Advance Research, Ideas and Innovations in Technology 4.2 (2018). www.IJARIIT.com.

Abstract

Structural designing is the primary aspect of civil engineering. The foremost basic in Structural designing is the design of simple basic components and members of building Like beams, columns, and footings in order to design them it is important to first obtain The plan of a particular building.There by depending on the suitability plan layout of beams and columns are fixed. Once the loads are obtained the component takes the load first is slab so the first slab is designed. designing of slabs depends upon whether it is a one way or a two-way slab the end conditions and loading .from the slab the load gets transferred to beam.The loads coming from the slabs onto the beam may be trapezoidal or triangular. Depending on this the beam may be designed. Thereafter loads (mainly shear) from the beams are taken by the columns. for designing columns it is necessary to know the moments they are subjected to. For this purpose frame analysis is done by Kane’s method. After this, the designing of columns is taken up depending on end conditions moments, eccentricity. Finally, footings are designed based on the loading from the column and also soil bearing capacity value for that particular area.