A WAREHOUSE IS LOCATED IN SAMPALOC, MANILA AND IS SURROUNDED BY HIGH-RISE STRUCTURES WITHIN 30m 10 50m RADIUS OF ITS LOCATION. THE DIMENSIONS OF THE STRUCTURE IS 55m x 70m WHILE THE TOTAL HEIGHT OF THE STRUCTURE FROM NGL TO THE ROOF APEX IS 16m AND THE ROOF ANGLE IS 15 DETERMINE THE DESIGN WIND PRESSURE ACTING ON THE O SIDES OF THE BUILDING USING NSCP 2015 C101-45 SPECIFICATIONS

A WAREHOUSE IS LOCATED IN SAMPALOC, MANILA AND IS SURROUNDED BY HIGH-RISE STRUCTURES WITHIN 30m 10 50m RADIUS OF ITS LOCATION. THE DIMENSIONS OF THE STRUCTURE IS 55m x 70m WHILE THE TOTAL HEIGHT OF THE STRUCTURE FROM NGL TO THE ROOF APEX IS 16m AND THE ROOF ANGLE IS 15 DETERMINE THE DESIGN WIND PRESSURE ACTING ON THE O SIDES OF THE BUILDING USING NSCP 2015 C101-45 SPECIFICATIONS

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.5P

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A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the minimum design base shear in kN? Use Soil Type A. 761 kN 771 kN 767 kN 776 kN
Compute the wind load acting on the short wall of the building based on directional method.
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the total lateral force at the deck level in kN? Use Soil Type A. A. 357kN B. 314kN C. 354 kN D. 349 kN
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5. Use Soil Type A. A. which of the following most nearly gives the weight at the 2nd level? 4373 kN 4368 kN 4363 kN 4378 kN B. which of the following most nearly gives the lateral force at the 3rd level in kN? 313 kN 308 kN…
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the lateral force at the 4th level in kN? Use Soil Type A.
An eight Storey city library is proposed to be constructed in Baguio. The structure shall be a reinforced concrete building (no shear walls). The weight per floor (including 1st floor) is estimated to be 1800 KN. The roof deck weighs 1700 KN. Solve for the Base Shear, V, for the condition above using the following formulas: 1. V =ZICKSW (SEAOC CODE 1974 - 4 TH Revision) Adopted by National Structural Code of the Philippines, 3rd edition (NSCP 1987) 2. V = ZICW/Rw National Structural Code of the Philippines, 4th edition (NSCP 1992), Volume I 3. Most critical formula for V as indicated in Sec. 208.5.2 of the NSCP Vol.1 5th edition (2001). 4. Most critical formula for V as indicated in the NSCP Vol.1 6th edition (2015). 1700 KN 100 KN 32 1800 KN La Tide Toeang Warg 32 1800 KN 32 259 32 1800 KN 32 1800 KN City Cam Cena, Nagun C Bengt Nearet Active failt Trace t Fae tunao Fa Segnet Nane Tut Fat Vear Maper 2012 Ma t et 10 00 32 1800 KN 3.5 20 Floor height: 1st floor 3.5m and the rest of the…
: A two-story fire station (le = 1.5) located in downtown LA (Sps = 1.5) is constructed using special reinforced concrete (R = 5). It is 60 ft by 100 ft in plan, with a first story height of 25 ft and a second story height of 16 ft. Assuming the loads of the stories are 80 psf dead and 80 psf live for the second floor and 30 psf dead and 30 psf live for the roof, what are the seismic loads expected for each floor of the structure for a quake in the x-direction? 60 ft 100 ft 16 ft 25 ft
The roof of the building is subject to a wind force 600 lb. Resolve this force into its vertical and horizontal rectangular componentes.
Given a proposed six-story (12 meters by 18 meters) City Library which is to be constructed in the Province of Benguet (site to fault distance of 7.1 km from a fault line-assume seismic source type B). It is designed under reinforced concrete with special moment-resisting frames. Assume an average regular weight per floor area to be 10.5 KPa while the roof deck weighs 8 KPa per floor area. The regular floor-to-floor height is 3.20 m. a. Design Base Shear b. Vertical storey forces in each level. c. Shear force per floor level and the overturning moment per floor level
INCLUDE FIGURE/DIAGRAM A multistory commercial building is to be designed as a flat plate system with floors of uniform thickness having no beams or drop panels. Columns are laid out on a uniform 20 ft spacing in each direction and have a 16 in. square section and a vertical dimension 10 ft from floor to floor. Specified service live load is 100 psf including partition allowance. Using the direct design method, design a typical interior panel, determining the required floor thickness, size and spacing of reinforcing bars, and bar details including cutoff points. To simplify construction, the reinforcement in each direction will be the same; use an average effective depth in the calculations. Use all straight bars. For moderate spans such as this, it has been determined that supplementary shear reinforcement would not be economical, although column capitals may be used if needed. Thus, slab thickness may be based on Eqs. (13.11 a ), (13.11 b ), and (13.11 c ); or column capital…
сот CIV 4115 - WIND LOADS EXAMPLE September 1, 2022 5:51 PM Calculate the lateral wind loads acting on the 8-story building- considering the wind is acting first in the North-South direction. The building is 30 m x 15 m in plan as shown in the figure below and is of a flat terrain. Solve using the ASCE Directional Procedure. Assume a 100 km/h basic wind speed. 30m Plan wind p=qGC₂-9/(GCpi) M 25 m we we we fue we we we 95 20m 5x6=30m Elevation
Question:- Abuilding is 100m tall and is square in plan with all sides 25m in length. The wind pressure acts perpendicular into one side of the building with a magnitude that varies parabolically, proportional to the square of the building height. The pressure is zero at the base and 1.54Pa at the top. Calculate the resultant wind force and its location.