PROBLEM #3: A 5-storey concrete special moment-resisting frame building has the following properties. Total weight of the building 9,000 KN, Height of the building = 30 m, Importance Factor, I= 1.0, Seismic Zone Factor, Z= 0.40, Near Source Factor, Nv = 1.2, Seismic Coefficients: Ca = 0.40, Cv= 0.672, Numerical Coefficient of the ductility capacity of lateral force resisting frame, R= 8.5 The Building is at a distance 10 Km from the seismic source with an earthquake having a magnitude of 7.8. A. Compute the period of vibration (sec) of the structure. B. Compute the maximum base shear (KN) allowed by the code. C. Compute the design base shear (KN).

PROBLEM #3: A 5-storey concrete special moment-resisting frame building has the following properties. Total weight of the building 9,000 KN, Height of the building = 30 m, Importance Factor, I= 1.0, Seismic Zone Factor, Z= 0.40, Near Source Factor, Nv = 1.2, Seismic Coefficients: Ca = 0.40, Cv= 0.672, Numerical Coefficient of the ductility capacity of lateral force resisting frame, R= 8.5 The Building is at a distance 10 Km from the seismic source with an earthquake having a magnitude of 7.8. A. Compute the period of vibration (sec) of the structure. B. Compute the maximum base shear (KN) allowed by the code. C. Compute the design base shear (KN).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A drain pipe is to be laid between two points. One point is 13'0" higher in elevation than the other…

Q: Define the term capillary fringe.

A: The capillary fringe is characterized as the saturated zone of water immediately just above the…

Q: water flow by an angle 0 = 45° from the flow direction while accelerating it. The elbow the inlet…

A: To Determine What is the magnitude of the resultant force in the x direction FRx What is the value…

Q: A region experiences frequent earthquakes that result in property damage. Engineers are designing a…

A: The essential feature that the engineers should include in their building design as follows; One of…

Q: *On the drawing attached, apply a runout requirement to make the left face perpendicular to the…

A: Introduction- Whenever the target is rotating once on the reference axis line, the run-out of the…

Q: 8. Which of the following statements about the setting of seismic joints is incorrect

A: During an earthquake, a complex building can be divided geometrically into smaller components that…

Q: Describe how does the summary of seismic-related factors considered by most building codes as…

A: Seismic characteristics including peak ground acceleration, shaking intensity, and distance to the…

Q: Explain the difference between earthquakes as defined by the Richter scale and by the Modified…

A: The Modified Mercalli scale is a descriptive scale which assess the severity of earthquake shaking.…

Q: Describe about the difference between earthquakes as defined by the Richter scale.

A: - Richter scale (ML) is a device use to measure magnitude of an earthquake. - The magnitude of…

Q: How does the use of bio-based materials influence seismic performance?

A: The use of bio-based materials in construction has been gaining attention for their environmental…

Q: 21) A 200 ft² billboard is located in along Route 18 near New Brunswick (Zip Code 08901) Atlantic…

A: Given Data:Area A=200 ft2G=0.85Cf=1.6Kz=1.2Kzt=1.0Kd=1.0

Concept explainers

Team Management

To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.

Question

100%

EARTHQUAKE ENGINEERING PROBLEM:

BASED ON NSCP 2015 7th Edition
PROBLEM #3: A 5-storey concrete special moment-resisting frame building has the following properties. Total weight of the building
9,000 KN, Height of the building = 30 m, Importance Factor, l = 1.0, Seismic Zone Factor, Z = 0.40, Near Source Factor, Nv = 1.2,
Seismic Coefficients: Ca= 0.40, Cv= 0.672, Numerical Coefficient of the ductility capacity of lateral force resisting frame, R= 8.5
The Building is at a distance 10 Km from the seismic source with an earthquake having a magnitude of 7.8.
A. Compute the period of vibration (sec) of the structure.
B. Compute the maximum base shear (KN) allowed by the code.
C. Compute the design base shear (KN).

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Given Data

VIEW

Step 2 Determination of time period of structure

VIEW

Step 3 Maximum base shear allowed by code

VIEW

Step 4 Design base shear

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Mr. Bell had a new house built, shown in Figure 12-3. He had sod installed in the front lawn and along one side and seeded the remain- der with 3.5 pounds per 1,000 square feet of fine fescue. A landscape crew can install 450 square yards of sod in 8 hours and prepare and seed 550 square yards in 6 hours. a. How many square yards of sod were installed? b. How many hours did it take to install the sod? c. How many square yards were seeded? d. How many hours did it take to do the seeding?
Describe in language appropriate to a client for a multistory office building what the structural system is expected to accommodate during a seismic event based on the codes and the understanding of the forces in an earthquake.
or each of the building properties listed below, identify which parameter from the base shear equations shall apply. Building occupancy and function Question 6 options: SD1 and SDs, seismic acceleration parameters R, response modification factor I, importance factor T, period None of these
Describe the Effects of Drainage.
What are the various design criteria (such as NC curves) that have been established for architectural acoustics quantitative (objective) or qualitative (subjective)?
Identify the components below that are not exempt from seismic design requirements (in SDC D, E, and F) An air handler with (a) Ip 1.0, (b) attached to the structure, (c) with flexible connectors between the component and associated duct work, and (d) weighing 300 lb with a center of mass 3 ft above the floor it is attached to = A parapet An air handler with (a) Ip 1.0, (b) attached to the structure, (c) with flexible connectors between the component and associated duct work, and (d) weighing 500 lb with a center of mass 3 ft above the floor it is attached to = Floor supported cabinet less than 6 ft tall An air handler with (a) Ip = 1.5, (b) attached to the structure, (c) with flexible connectors between the component and associated duct work, and (d) weighing 300 lb with a center of mass 3 ft above the floor it is attached to A curtain wall An air handler with (a) Ip = 1.0, (b) attached to the structure, and (c) weighing 300 lb with a center of mass 3 ft above the floor it is attached…
Solve the questions on the picture please!
What is the seismic coefficient? And how to determine it?
Describe the AEC method? when is it used?