An essential 5-story facility structure is conceptualized with an intermediate reinforced concrete moment frame. It is located on a site in zone 4 with a soil profile type Sp. The site is situated 13 kilometers from a potential seismic source type A. The story heights are 5.4 m at the ground floor and 4.3 m for the the 2nd and 5th floors. The story dead loads are 7600 kN from the bottom up. The plan dimensions are 55 m by 37m. The moment frames consist of two four bay frames in the transverse direction and two seven bay frames in the longitudinal direction. Determine the following: 33) Final reliability / redundancy factor along longitudinal direction O 0.75 O 0.70 O 0.65 0 1
An essential 5-story facility structure is conceptualized with an intermediate reinforced concrete moment frame. It is located on a site in zone 4 with a soil profile type Sp. The site is situated 13 kilometers from a potential seismic source type A. The story heights are 5.4 m at the ground floor and 4.3 m for the the 2nd and 5th floors. The story dead loads are 7600 kN from the bottom up. The plan dimensions are 55 m by 37m. The moment frames consist of two four bay frames in the transverse direction and two seven bay frames in the longitudinal direction. Determine the following: 33) Final reliability / redundancy factor along longitudinal direction O 0.75 O 0.70 O 0.65 0 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An essential 5-story facility structure is conceptualized with an intermediate reinforced concrete moment frame. It is located on a site in zone 4 with a soil profile
type Sp. The site is situated 13 kilometers from a potential seismic source type A. The story heights are 5.4 m at the ground floor and 4.3 m for the the 2nd and 5th
floors. The story dead loads are 7600 kN from the bottom up. The plan dimensions are 55 m by 37m. The moment frames consist of two four bay frames in the
transverse direction and two seven bay frames in the longitudinal direction. Determine the following:
33) Final reliability / redundancy factor along longitudinal direction
O 0.75
O 0.70
O 0.65
O 1
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