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Khambhata Manan Bhaskarbhai

SD4002

Structural design of G+1 Steel Office building

The design of G+1 steel  office building is for gravity loads only. Foundation is isolated slopped footing. Floor-to-floor height is 4 m. A profile decking sheet is used slab for which the manufacturing data required is taken from CSIR draft. ISMB of various sizes are used for composite and non-composite beams while ISHB is used for steel columns.


Report Content

title page

structural system hutheesing jain temple

10x10 RCC system

peter rice-center gorges, pompidoude

design of G+1 steel office building

basic data

profile deck sheet

connections

steel column, pedestal

tie beam and footing