For the Casper hospital, the weight of each floor is 2500 kips while the roof weighs 2700 kips.The braced frames shown in the Typical Braced Frames Showing Story Height document constitutethe dual steel concentrically braced frame for the hospital and allow the Response ModificationCoefficient (R) to be 7. The hospital site is classified as Site ClassD for seismic design. T† can befound in ASCE 7-16 Figure 22-14. Calculate the Seismic Base Shear (V) and the lateral equivalentstatic seismic force (Fr) applied at each story and the roof.Use the ASCE 7-16 document to determine Sps, Ta, Ct, x and I, when doing your calculations.Note that the values in ASCE 7-16 Figure 22-1 need to be divided by 100 to convert from percent todecimal. Alternatively, you can use the Applied Technology Council's Hazards by Location website(https://hazards.atcouncil.org/) but you must still show the calculations by hand.You may use a spread sheet to calculate the force on each floor as the calculations are repetitive.Include a PDF of your spread sheet with your submission.

Seismic activity causes the base of structures to experience lateral forces. Base shear estimates…

For the Casper hospital, the weight of each floor is 2500 kips while the roof weighs 2700 kips. The braced frames shown in the Typical Braced Frames Showing Story Height document constitute the dual steel concentrically braced frame for the hospital and allow the Response Modification Coefficient (R) to be 7. The hospital site is classified as Site Class D for seismic design. T can be found in ASCE 7-16 Figure 22-14. Calculate the Seismic Base Shear (V) and the lateral equivalent static seismic force (F) applied at each story and the roof. Use the ASCE 7-16 document to determine Sps, Ta, Ct, and Ie when doing your calculations. Note that the values in ASCE 7-16 Figure 22-1 need to be divided by 100 to convert from percent to decimal. Alternatively, you can use the Applied Technology Council's Hazards by Location website (https://hazards.atcouncil.org/) but you must still show the calculations by hand. polgulations are repetitive.

For the Casper hospital, the weight of each floor is 2500 kips while the roof weighs 2700 kips. The braced frames shown in the Typical Braced Frames Showing Story Height document constitute the dual steel concentrically braced frame for the hospital and allow the Response Modification Coefficient (R) to be 7. The hospital site is classified as Site Class D for seismic design. T can be found in ASCE 7-16 Figure 22-14. Calculate the Seismic Base Shear (V) and the lateral equivalent static seismic force (F) applied at each story and the roof. Use the ASCE 7-16 document to determine Sps, Ta, Ct, and Ie when doing your calculations. Note that the values in ASCE 7-16 Figure 22-1 need to be divided by 100 to convert from percent to decimal. Alternatively, you can use the Applied Technology Council's Hazards by Location website (https://hazards.atcouncil.org/) but you must still show the calculations by hand. polgulations are repetitive.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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