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Lecture-5: RCC Building Design
Considering Earthquake and wind load
Using SAP 2000
Composed by
H.M.A. Mahzuz
Assistant Professor (PhD Fellow),
Department of Civil and Environmental
Engineering,
Shahjalal University of Science & Technology
Sylhet,
Bangladesh.
Presentation on
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Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Load assignment
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Assign Dummy wall at perimeter of the Building to resist wind
force.
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
Lecture 5 rcc building design considering earthquake and wind load
“O/S” means overstressed- the cross-section of
such section needs to be changed
“O/S” Lets changed the beam section from 18x12 (Beam2) to 24x12 (Beam1).
Then re-analyze and re-design.
Lecture 5 rcc building design considering earthquake and wind load
Thank you very much

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Lecture 5 rcc building design considering earthquake and wind load

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