Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 2, Problem 14P
To determine
Find the external wind pressure acting on the windward and leeward side of the roof of the building.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
At a certain time during a hurricane, the wind pressure acting on the wall of a high-rise building varies linearly asshown. Determine the resultant force caused by the wind.
Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in Fig. P2.14. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C, and the basic wind speed for risk category IV buildings is 120 mph. Assume the wind direction is normal to the ridge, as shown in the figure.
Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in figure. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C. The wind direction is normal to the ridge, as shown in the figure.
Chapter 2 Solutions
Structural Analysis (MindTap Course List)
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
- PROBLEM & ANALYSIS: Calculate the force acting on the 0.9m x 1.8m window of Fig. E3.4 facing the storm with wind speed of 40,50,60,70,80,90,100,110,120,130 m/s. Plot a graph of force versus wind speed . The window is in a high-rise building, so the wind speed is not reduced due to ground effects. Use rho=1.27kg/m'. Solve problem above by using MATLAB. Window Fig. E3.4 Bemoulli Equntion; A stagnetion; v= 0 Force acdrng on WOrndow s; Point i V,2 Pi Tair + P2 the A PA Piufure; PeD F- (B-PI) A eg Var larr Vi? (2) -arrow_forwardThe dimensions of a 9-m high warehouse located near Atlanta, Georgia are shown. The windward and leeward wind pressure profiles in the long direction of the warehouse are also shown. Determine the external wind pressures (only external) based on the following information: risk category 2, exposure category = C, Kzt = 1.0, and Ke = 1.0. Also, what is the internal pressure? Use the Directional Procedure: Part 1 “All Heights.”arrow_forwardQuestion: 3. Discuss How To Perform The Following Design Load Procedures... 3. Discuss how to perform the following design load procedures using 2015 NSCP Vol. 1 provisions: a. Live Load Reduction b. Determination of wind loads on MWFRS using envelope procedure for low rise structures c. Determination of equivalent static lateral force for earthquake forces on regular buildings using static force procedurearrow_forward
- Calculate the force acting on the 0.9m x 1.8m window of Fig. E3.4 facing the storm with wind speed of 40,50,60,70,80,90,100,110,120,130 m/s. Plot a graph of force versus wind speed . The window is in a high-rise building, so the wind speed is not reduced due to ground effects. Use rho=1.27kg/m. * * Windowarrow_forwardSituation 4. At a certain time during a hurricane, the wind pressure acting on the wall of a high-rise building varies linearly as shown. Determine the resultant force caused by the wind. 50 m 3.7 N/m2 120 m 80 m 190 m Wind 1.6 N/m2arrow_forwardThe dimensions of a 15 ft high warehouse located near Atlanta, Georgia are shown. Determine the wind pressures based on the following information: risk category 2, exposure category C, Kzt= 1.0, and Ke = 1.0. Use the Envelope Procedure Part 2 to calculate the wind pressures. Show the pressures on a section view through the end zone. Show the pressures on a section view through the interior zone.arrow_forward
- 9. A pilot-balloon observation shows wind speed of 60 mph at 1000 ft above the ground. What is the probable wind speed at 20 ft above the ground?arrow_forward(a) Explain on how the drag force on a prototype car can be predicted from the scale model? (c) In a wind tunnel experiment, a drag force on 1:8 scale model billboard is 1 kN. The airin the wind tunnel is 20 degree Celsius. During a storm, the wind speed can reach 20km/hr with air temperature of 10 degree Celsius. Determine the drag force experienceby the billboard during storm.arrow_forward(d) A 1:400 tall building model is tested inside a wind tunnel at a wind speed of 12.5 m/s. The overturning moment acting on the building model is measured by a force balance and the value is 0.255 Nm. Estimate the overturning moment acting on the prototype tall building under a wind speed of 48.0 m/s.arrow_forward
- At a certain time during a hurricane, the wind pressure acting on the wall of a high-rise building varies linearly as shown. Determine the resultant force caused by the windarrow_forwardhow to solve if the wind is blowing in front of the building? Wind blows in FRONT of the fully enclosed agriculture building located on open flat terrain in Oklahoma. Determine the external pressure acting over the windward wall, the leeward wall, and the side walls. Also, what is the internal pressure in the building which acts on the walls? Use linear interpolation to determine qh.arrow_forward11.7 Use both equations to calculate the vibration period (Ta) for the following structures. Vibration Period The seismic provisions of ASCE-7 code provide two empirical equations for approximate calculation of the tall buildings' first mode vibration period. Equation 1: To = Cthnx* hax is the building height above ground (in feet); C, and x are given in the table below. Table - Values of Approximate Period Parameters Ct and x Ct X Structure Type Steel moment-resisting frames Concrete moment-resisting frames Steel eccentrically braced frames Steel buckling-restrained braced frames All other structural systems Equation 2: Tg = 0.1 N where N = number of stories above the base a) Two-story, 24 ft tall, light frame wood building b) Five-story, 70 ft tall, concrete moment-resisting frame building 0.028 0.016 0.03 0.03 0.02 0.8 0.9 0.75 0.75 0.75 c) Thirty-story, 320-ft tall high-rise with dual system of steel concentric brace frame and steel moment-resisting framesarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you