7 design seismic forces for a nine story ductile moment resisting steel. frame office building locate 1 5km from a fault capable of large magnitude earthquakes and that has a moderate slip rate (M>7, The total dead load is 4.788 kN/m2 at all levels. The moment frames consist of two four bay frame

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the UBC-97 design seismic forces for a nine story ductile moment resisting steel. frame office building located in the National Capital Region on very dense soil and soft rock.
The building is located 5km from a fault capable of large magnitude earthquakes and that has a moderate slip rate (M>7, SR>2mm/yr). The story heights are all 3.96 m. The plan area is
30.48 m by 51.82 m. The total dead load is 4.788 kN/m2 at all levels. The moment frames consist of two four bay frames in the transverse direction and two seven bay frames in the
longitudinal direction.
Transcribed Image Text:Determine the UBC-97 design seismic forces for a nine story ductile moment resisting steel. frame office building located in the National Capital Region on very dense soil and soft rock. The building is located 5km from a fault capable of large magnitude earthquakes and that has a moderate slip rate (M>7, SR>2mm/yr). The story heights are all 3.96 m. The plan area is 30.48 m by 51.82 m. The total dead load is 4.788 kN/m2 at all levels. The moment frames consist of two four bay frames in the transverse direction and two seven bay frames in the longitudinal direction.
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