Design of Boundary wall spreadsheet
Boundary wall design with spreadsheet file.
The boundary wall will be made of fly ash brick work. It is supported by bottom tie beams.These beams are tied with columns which are supported by reinforced
elastomeric bearings Design Spreadsheet
Spreadsheet of Steel-Reinforced Bearing - Elastomeric pads and steel reinforced elastomeric bearings
PILE GROUP ANALYSIS PROGRAME - excel
"PILEGRP" is a spreadsheet program written in MS-Excel for the purpose of analysis of pile groups with rigid caps using the "elastic method". Specifically, the properties of the pile group are calculated, and then based upon the applied vertical and horizontal loadings, the vertical and horizontal pile reactions are calculated. There is also a worksheet to check beam and punching shear in the pile cap for a single corner pile, for the purpose of estimating the required pile cap thickness and subsequent pile cap weight.
design of steel structure pdf
This lecture note constitutes the limitstate method of design for members
subjected to combined stress resultants asper stipulations of the draft IS: 800 –
LSM version where the draft code has dealt mainly with i) combined shear and
bending ii) combined axial tension and bending and iii)combined axial
compression and bending. These are explained in detail. The effect of reduction
in bending moment capacity has been explained. The effect of lateral torsional
buckling has also been explained. The concept of overall strength determination
has been explained. The effect of relevantfactors including equivalent uniform
moment factor has been discussed.
Concept of limit state design of beam columns
Design of members subjected to combined forces
beam column examples
Beam column connections....
subjected to combined stress resultants asper stipulations of the draft IS: 800 –
LSM version where the draft code has dealt mainly with i) combined shear and
bending ii) combined axial tension and bending and iii)combined axial
compression and bending. These are explained in detail. The effect of reduction
in bending moment capacity has been explained. The effect of lateral torsional
buckling has also been explained. The concept of overall strength determination
has been explained. The effect of relevantfactors including equivalent uniform
moment factor has been discussed.
Concept of limit state design of beam columns
Design of members subjected to combined forces
beam column examples
Beam column connections....
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