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 faur bay frames in the transverse direction and two seven bay frames in the longitudinal direction. Determine the following: 25) Overturning moment at 2nd floor O 99,284 kN-m O 200,069 kN-m O 150,123 kN-m O 109,265 kN-m
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 faur bay frames in the transverse direction and two seven bay frames in the longitudinal direction. Determine the following: 25) Overturning moment at 2nd floor O 99,284 kN-m O 200,069 kN-m O 150,123 kN-m O 109,265 kN-m
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:
25) Overturning moment at 2nd floor
O 99,284 kN-m
O 200,069 kN-m
O 150,123 kN-m
O 109,265 kN-m
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