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Recent Submissions

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    ANALYSIS AND DESIGN OF INSTITUTIONAL BUILDING (HOSTEL) FOR EARTHQUAKE RESISTANCE
    (2024-09-20) Mahato, Surendra Prasad; Yadav, Rupesh; Mehta, Shiv Shankar; Chaudhary, Sujan; Sah, Samjhana; Chaudhary, Satish; Ram, Rishi Raj; Bhattarai, Rabin
    The report presents the analysis and design of a hostel building located in the Kathmandu valley, at Kirtipur undertaken as a partial fulfillment of Bachelor in Civil Engineering (BCE) 8th semester of course requirement. In the view of seismic vulnerability of the country, seismic load on the building was given due consideration, in addition to the wind load. Load calculation was done as according to IS: 875 - 1987 (Code of practice for Design Loads for building & structure) and IS 1893 - 2002 (Criteria for Earthquake resistant - Design and Structure). Modeling & Analysis was done with the help of ET ABS structural analysis software. Design is based on Limit State of Method. Detailing has been carried out as according to SP 34 (S & T) - 1987 (Handbook on concrete Reinforced & Detailing) and IS 13920 - 1993 (Ductile Detaili~g of RC Structure subjected to seismic forces).
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    STRUCTURAL ANALYSIS AND DESIGN OF RCC FRAMED OFFICE BUILDING
    (2018-04-22) Agrahari, Santosh; Chaulagai, Sandesh; Lohani, Milan Kumar; Sharma, Kunta; Dutta, Dibya; Thakur, Yogendra; Shah, Shiva Nandan; Mahato, Sant Kumar; Bhattarai, Rabin
    The report presents the analysis and design of a municipal office building located in the Itahari Sub Metropolitan City, at Aitabare-5 undertaken as a partial fulfillment of Bachelor in Civil Engineering (BCE) 8th semester of course requirement. In the view of selsmic vulnerability of the country, seismic load on the building was given due consideration, in addition to the wind load. Load calculation was done as according to IS: 875-1987 (Code of practice for Design Loads for building & structure) and IS 1893 - 2002 (Criteria for Earthquake resistant - Design and Structure). Modeling & Analysis was done with the help of SAP 2000 structural analysis software. Design is based on Limit State of Method. Detailing has been carried out as according to SP 34 (S & T) – 1987 (Handbook on concrete Reinforced & Detailing) and IS 13920 - 1993 (Ductile Detailing of RC Structure subjected to seismic forces).